20181314 Ver 3_Permit Modification_20200210

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20181314
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Anna Priest
ftio is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20181314 1
20170001(no dashes)
Project Name: Watauga Storage
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Watauga
Please upload all files that need to be submited.
aick the upload button or drag and drop files here to attach document
968 Permit Modification 02102020.pdf 4.83MB
Only pdf or Iv17 files are accepted.
Describe the attachments:

P By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this 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
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

CiLearWater
CIearWater Environmental Consultants, Inc.
www.cwenv.com
February 10, 2020
Ms. Amanda Jones Mr. Paul Wojoski
US Army Corps of Engineers NC DEQ, Division of Water Quality
Asheville Regulatory Field Office 1617 Mail Service Center
151 Patton Avenue, Room 208 Raleigh, North Carolina 27699-1617
Asheville, North Carolina 28801-2638
Subject: Permit Modification Request
Watauga Storage
Boone, Watauga County, North Carolina
USACE Action ID SAW-2018-01924
DWR # 20181314
Dear Ms. Jones and Mr. Wojoski,
The attached Pre -Construction Notification (PCN) is a permit moditicatxon being submitted on
behalf of HNH Futures, LLC represented by Mr. Chad Hollister. The project site is located off
Old US 421 S and Whispering Pines Road in Watauga County. The project site is a +/- 2.2 acre
parcel with a physical address of 1893 Old 421 South, Boone, North Carolina (36.227200, -
81.608398). The applicant is seeking a permit modification to a previously approved Nationwide
Permit 39 for the authorization of permanent wetland impacts associated with the construction of
a new commercial storage facility.
The applicant originally applied for a Nationwide Permit 39 on September 27, 2018. The
application was approved by the US Army Corps of Engineers on December 21, 2018, and by the
NC Department of Water Resources on April 5, 2019. A permit modification was submitted for
this project on May 28, 2019. The permit modification was subsequently withdrawn on August
22, 2019.
Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments.
Sincerely,
Anna Priest, P.W.S.
Project Manager
Copy Furnished:
NC Division of Water Resources — Sue Homewood
NC Wildlife Resources Commission — Andrea Leslie
US Fish and Wildlife Resources Commission — Byron Hamstead
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel
R. Cl AentRiAe,W.S
Principal

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM
I. Project Name [PCN Form A2a]: Watauga Storage
2. Work Type: ❑✓ Private ❑ Institutional ❑ Government ❑ Commercial
3. Project Description / Purpose [PCN Form Bad and B3e]:
The purpose of the proposed project is to construct a commercial storage facility. A two story commercial storage building (33,220 sq
ft) and associated parking will be constructed on -site. Typical construction equipment will be used.
4. Property Owner / Applicant [PCN Form A3 or A4]: HNH Futures, LLC represented by Chad Hollister
5. Agent / Consultant [PNC Form A5 —or ORM Consultant ID Number]:
ClearWater Environmental Consultants, Inc.
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form B 1 b] :
The project site is a +/- 2.2 acre parcel located at 1893 Old 421 South, Boone, in Watauga County,
North Carolina. 36.227200,-81.608398
8. Project Location— Tax Parcel ID [PCN Form B 1 a] : 2931016509000
9. Project Location — County [PCN Form A2b]: Watauga
10. Project Location —Nearest Municipality or Town [PCN Form A2c]: Boone
11. Project Information — Nearest Waterbody [PCN Form B2a]: Brown Branch
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: 05050001 / New River
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 39
Regional General Permit #
Jurisdictional Determination Request
Section 10 and 404 ❑
Pre -Application Request
Unauthorized Activity
Compliance
No Permit Required
Revised 20150602

FILED Qmy J. Shank
Reolster of Deeds, Watauga Cc, NC
Fee Rmt: $26.00
NC Excise Tax: $350.00
Ilk IFN Pg 742 (6)
Recorded. 06J29/2018 at 08:52;12 AM
Doe No: 669N2 Kind: DEED
iiniiunnnmauou'
ViP[AZL TO:
HNH FUT11S, LLC
307 SCENE A RWA
BLOWING Rock, NC 2860
Excise Tax $350.00
PIN 2931016509000
NORTH CAROLINA GENERAL WARRANTY DEED
Prepared without benefit of title examination and/or survey. The drafting Attorney was not the closing
Attorney and did not disburse any funds or closing proceeds.
Brief Description for the Index:
Parcel Five (2.39 acres), New River Township
THIS DEED, made this` -b �- day of June, 2018, by and between, SYLVIA BINGHAM
HICKS and husband, EVERETT E. HICKS (joining solely as to his marital interest and not
joining in any warranties of title); JAMES L. BINGHAM (SINGLE); ELIZABETH
STANWOOD FINCH and husband, BRUCE FINCH (joining solely as to his marital interest
and not joining in any warranties of title), and JAMES T. STANWOOD (SINGLE),
GRANTORS, whose mailing address is: c/o 1261 Roby Greene Road, Boone, North Carolina
28607 and HNH FUTURES, LLC, a North Carolina Limited Liability Company,
GRANTEE, whose mailing address is: 307 Scene A Rama, Blowing Rock, NC 28605.
The designations "Grantors" and "Grantee" as used herein shall include said parties, their
heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH� that the Grantors, for a valuable consideration paid by the Grantee, the
receipt of which is hereby acknowledged, have and by these presents do grant, bargain, sell and
convey unto the Grantee in fee sample, all that certain lot or parcel of land situated in the NEW
RIVER TOWNSHIP, WATAUGA COUNTY, NORTH CAROLINA, and more particularly
described as follows:
See attached Exhibit "A" incorporated bereln by reference.
For back reference, see Book of Records 1692, Page 759, Watauga County Registry.
If initialed, the property includes the primary realdmee of the Grantor. (NC GS § 105-317.2)
Prepared by. Turner Law Office, PA, 136 North Water Street, Boone, NC 28607
Return to: Dustin N. Stacy

G-ear1l11ater
Department of the Army
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Box 1890
Wilnungton, NC 28402-1890
-and-
NC DWR, Webscape Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
ClearWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the
processing of jurisdictional determination requests and permits to impact Wetlands and Water of
the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10
of the Rivers and Harbors Act of 1899. CEC is authorized to provide supplemental information as
needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1999.
Property Owner of Record. C Jt
Property Owner Address: 307 -kom i A Gnu 0r
Phone Number: S-Z qly Q&75-
Email address: Ld oI Li J/ Y�, tej a6,2, / 1fk,
if
Property Location: a
Owner/Managing partner Signature: )
Owrier/Managing printed name: J e
Date: G 12. 1 /
32 Clayton Street
Asheville, NC 28801
Phone: [phone]
www.ewenv.com

pE WAro-
O
O 'K
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: © Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. 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):
X❑ 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
For the record only for DWQ
For the record only for Corps Permit:
because written approval is not required?
401 Certification:
❑ Yes ❑X No
❑ 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
X❑ Yes
❑ No
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
❑ Yes
❑X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
© No
2. Project Information
2a. Name of project:
Watauga Storage
2b. County:
Watauga
2c. Nearest municipality 1 town:
Boone
2d. Subdivision name:
NIA
2e. NCDOT only, T.I.P. or state project no:
NIA
1 3. Owner Information
3a. Name(s) on Recorded Deed:
HNH Futures, LLC
3b. Deed Book and Page No.
1979/742
3c. Responsible Party (for LLC if
applicable):
Chad Hollister
3d. Street address:
307 Scene -A -Rama Dr.
3e. City, state, zip:
Blowing Rock, NC 28607
3f. Telephone no.:
252-414-0875
3g. Fax no.:
NIA
3h. Email address:
[e-mail]
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:
5. Agent/Consultant Information (if applicable)
5a. Name:
R. Clement Riddle
5b. Business name
(if applicable):
ClearWater Environmental Consultants, Inc.
5c. Street address:
32 Clayton Street
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828-698-9800
5f. Fax no.:
NIA
5g. Email address:
[e-mail]
Page 2 of 10

i B. Project Information and Prior Project History I
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
2931016509000
1 b. Site coordinates (in decimal degrees):
Latitude: 36.2272 Longitude:-81-608398
1 c. Property size:
2.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Brown Branch
2b. Water Quality Classification of nearest receiving water:
Class C;Tr:+
2c. River basin:
New HUC: 06050001
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 site is currently comprised of undeveloped forested land. The surrounding land includes commercial properties, as well as residential and
undeveloped land.
3b. List the total estimated acreage of all existing wetlands on the property: 0.67
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Expiain the purpose of the proposed project:
The purpose of the proposed project is to construct a commercial storage facility on the east side of Boone.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Supplemental Information
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property 1
project (includingall riot phases)in the past? Comments: Approved on 12/21/18
4b. If the Corps made the jurisdictional determination, what type X PreliminaryFinal
of determination was made? ❑
4c. If yes, who delineated the jurisdictional areas? AgencylConsultant Company:
Name (if known): Clearwater Environmental Consultants Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
PJD was submitted with the first PCN application which was approved but not carried out. (Attachment A)
5. Project History
5a. Have permits or certifications been requested or obtained for X❑Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
See Supplemental Information.
6. Future Project Plans
6a. is this a phased project? ❑ Yes © No
6b. If yes, explain.
N/A
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):
® Wetlands ❑ Streams — tributaries ❑ Buffers . ❑ 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
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
Corps
2f.
Area of
impact
(acres)
W1 P
Fill
Seep
Yes
0.328
W2 -
W3 -
W4 -
W5 -
-
W6 -
-
2g. Total Wetland Impacts:
0.328
2h. Comments:
Wetland fill will consist of clean fill suitable for discharge in Waters of the US.
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
0
3i. 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 individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary T
Choose one
Choose
01 -
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, then 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:
0
0
0
0
0
0
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51. 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,, an 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 -
YWNo
B5 -
YestNo
B6
Yes/No
6h. Total Buffer Impacts.
0
0
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Supplemental information.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures for sensitive watersheds would be utilized on site to avoid/ minimize impacts during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑X Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ © Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
X❑ Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation- Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
0 Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.328 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: DMS acceptance letter is attached (Attachment B).
5. 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

S. 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 QX 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
1.5
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,
permittee 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
1 a. 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?
55.31. %
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:
The storm -water treatment will be designed by Clayton Engineering, and includes infiltration basins as described on the Drainage and Grading Plan
(Figure CGN101). The storm -water plan will be submitted to for review by DWR and will be designed to meet ORW standards. Figure CGN101
indicates the location of future infiltration basins.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NC DWR
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
NC DWR
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented Stormwater management programs apply ❑X 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
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. 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)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. 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
❑Yes ❑ No
letter.)
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 ❑X 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 X❑ 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.
The proposed project Is in an area of existing residential and commercial use. The proposed project would not result in additional development which
could impact nearby downstream water quality.
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.
The project will not generate any wastewater.
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 © No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes 0 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?
CEC consulted the FWS List of Fedrally Endangered species, and the "Northern Long -Eared Bat Consultation Areas" map for Watauga County.
The proposed project is not in Hydrologic Unit Code (HUC) identified as having known occurrences of hibernation of maternity sites. (Attachment D)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem [MS. Impact will not occur in a marine system.
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 0 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?
National Register of Historic Places records maintained by the NC State Historic Preservation Office (SHPO) and available on SHPO's HPOWEB GIS
Service. There are no known occurrences of historical or archaeological resources located within the immediate vicinity (1 mile) of the project location.
S. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes 0 No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program. FEMA Flood Map 3710293100J, Panel 2931 (Effective December 3, 2009)
R. Clement RiddleP,
00a::2A
'a fo ` 4
Applicant/Agent's Printed Name
IF plicant/ ent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Supplemental Information
Section B. Project Information and Prior Project History
Question 3e:
Typical construction equipment will be used (i.e. backhoe, bulldozer). A two-story climate controlled
commercial storage building (34,400 sq ft) and associated parking with 8 spaces for large trucks, cars, and
handicap access will be constructed on -site.
Question 5b:
The applicant originally applied for a Nationwide Permit 39 on September 27, 2018. The application was
approved by the US Army Corps of Engineers on December 21, 2018, and by the NC Department of
Water Resources on April 5, 2019. A permit modification was submitted for this project on May 28,
2019. The permit modification was subsequently withdrawn on August 22, 2019.
Section D. Impact Justification and Mitigation
Question la:
Minimization The applicant has also worked to design the site to minimize the impact on the wetlands.
The original plan was to have the building on the front end (closest to Old 421) of the property, but in order
to minimize impact, it was decided to move the building as far back on the site as possible. The number of
large parking spaces has been reduced, as well as the size of the building to help with minimizing the impact
on the wetlands. Please reference Alternative Site Plan Option 1 and Option 2. The wetland impact is the
minimum necessary to develop the site. The proposed plan minimizes on -site wetland impact to 0.328 AC
permanent impact out of the total 0.632 AC of wetland on the property. Alternative sites were considered
but were deemed not feasible due to higher costs and the topography of the land.

Watauga Storage (+/- 2.2 AC)

Watauga Storage (+/- 2.2 AC)

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1. ALL PRECAST DRAINAGE STRUCTURES SHALL MEET MATERIAL REQUIREMENTS OF
ASTM C789 AND C850, LATEST REVISIONS.
2. ALL PRECAST DRAINAGE STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH
AASHTO DIVISION 11 SECTION 27, AND MANUFACTURERS SPECIFICATIONS.
3. THE PRECAST SUPPLIER/MANUFACTURER SHALL BE RESPONSIBLE FOR THE
STRUCTURAL DESIGN OF THE STRUCTURE. GENERAL CONTRACTOR IS
RESPONSIBLE FOR PROVIDING SHOP DRAWINGS AND DESIGN CALCULATIONS,
(SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER) FROM THE
SUPPLIER TO THE ENGINEER.
4. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CURRENT NORTH CAROLINA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION
DESIGN STANDARDS.
5. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED
FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATION
MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. CONTRACTOR SHALL VERIFY
LOCATION OF ALL UTILITIES AT HIS OWN INITIATIVE AND EXPENSE.
6. THE CONTRACTOR SHALL COORDINATE FINISHED PAVEMENT GRADES WITH
ELEVATIONS AND LOCATIONS OF EXISTING ROADS AND STREETS.
7. NO WORK SHALL COMMENCE ON SITE UNTIL A LAND DISTURBING PERMIT IS
ISSUED BY THE APPROPRIATE AGENCY.
8. LENGTHS OF LINES INDICATED ON THE DRAWING FOR UTILITY SYSTEMS ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR
DETERMINING THE EXACT AMOUNT OF PIPING REQUIRED TO FURNISH A
COMPLETE WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE
DRAWINGS.
9. DIMENSIONS AND COORDINATES SHOWN AT CURB ARE TO FACE OF CURB.
COORDINATES SHOWN AT CURB INLETS ARE AT CENTER OF CURB INLET. SPOT
ELEVATIONS SHOWN AT CURB INLETS ARE AT TOP OF CURB. SPOT ELEVATIONS
SHOWN ON DROP INLETS ARE AT TOP OF INLETS.
10. FINISH CONTOURS SHOWN ARE TO TOP OF TOPSOIL, TOP OF PAVEMENT, TOP OF
SIDEWALK, ETC. CONTRACTOR SHALL PROVIDE GRADE TO SUBGRADE ELEVATION
REQUIRED. PAVEMENT SECTIONS AND SIDEWALK SECTIONS ARE PROVIDED FOR
REFERENCE ONLY.
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TRASH SCREEN
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ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE
WITH A CONSTANT
HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
TOP VIEW
SKIMMER DETAIL
NOT TO SCALE
STEEL SUPPORT, POST,cI^c
9 GAUGE SUPPORT WIRE
TO PREVENT SAGGING
END VIEW
ENT PIPE
POTENTIAL FOR PIPING
CAN OCCUR. PROPER
DESIGN TO MINIMIZE
DISCHARGE AROUND PIPE
MUST OCCUR.
WAI EK EN I NY UNI I
DISCHARGE PIPE
SCHEDULE 40
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS
WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
EARTHEN EMBANKMENT
EMERGENCY SPILLWAY PVC VENT PIP
SCHEDULE 40 PVC PIP
(BARREL OR ARM)
FLEXIBLE HOSE - /
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BAFFLE, TYP.
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COIR MESH OR SIMILAR, STAPLED INTO BOTTOM
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CROSS-SECTION
CONSTRUCTION SPECIFICATIONS:
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4
FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND THE OUTLET
DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
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5. WHEN USING POSTS, ADD A 9 GAUGE SUPPORT WIRE ACROSS THE TOP OF THE MEASURE '
TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR
THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC
SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A
SUPPORT WIRE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRES, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED
WITH 12-INCH EROSION CONTROL MATTING STAPLES AT 12" SPACING.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING
THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
DEWATERING
ZONE
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ign-Foammm-so
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INTO GROUND
CROSS-SECTION
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PERSPECTIVE VIEW
VAIN.
NOTE:
STRUCTURAL STONE SHALL BE (CALSS "B")
STONE FOR EROSION CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL BE NO.
5 OR NO. 57 STONE
SILT FENCE
6" MIN.
FLOW -
12" THICK
SEDIMENT
CONTROL STONE
STRUCTURAL
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SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM w
CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE
MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN SHOULDER OF THE
EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON OUTSIDE SLOPE OF U
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MAINTENANCE:
INSPECT RIP -RAP PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Y2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE
AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM STONE HORSESHOE MUST BE REPLACED
IMMEDIATELY.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE
AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
TEMPORARY INLET PROTECTION
NOT TO SCALE
CCN101-
CONSTRUCTION SPECIFICATIONS:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOS ROLL CUT TO LENGTH OF
THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE
MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.
WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND
A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE
TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE:
INSPECT SEDIMENT FENCES ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
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.
SILT FENCE 2
NOT TO SCALE ccN1o1-102 ccNsal
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TAMP SOIL FIRMLY z
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SOIL RETENTION MAT
NO. 11 MIN
(WOOD OR MANMADE FIBRE) GAUGE WIRE
y�~12" MAX 4:1 OR FLATTER
6" MAX STEEPER THAN 4:1
• • • . • CENTER ROW MAY BE ELIMINATED
• WHEN SLOPE IS LESS THAN 4:1
5' MAX 4:1 OR FLATTER
3' MAX STEEPER THAN 4:1
EDGE AND END JOINTS TO
BE OVERLAPPED 2" MIN
VAR. VAR.
NOTE:
SOIL STABILIZATION MATS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS.
SOIL STABILIZATION MATS SHALL BE PLACED ON ANY DISTURBED SLOPES
GREATER THAN 3:1.
SOIL STABILIZATION MAT -INSTALLATION
NO SCALE
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON PLANS, AND SMOOTH IT.
Z 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
mi SUITABLE OUTLET.
oN 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER
TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2" STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT n
NOT TO SCALE ccN101-10CC 2 N501
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DRAWN BY:
EMB
CHECKED BY:
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SEEDBED PREPARATION (SP)
SP-1 FILL SLOPES 3:1 OR STEEPER TO BE SEEDED WITH A HYDRAULIC SEEDER (PERMANENT SEEDINGS). GRASS LINED CHANNELS.
1. LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING ROCKS, ROOTS, LARGE CLODS AND OTHER
DEBRIS TO REMAIN ON THE SLOPE.
2. ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE.
3. SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SEEDING METHODS (SM-1).
SP-2 FILL SLOPES 3:1 OR STEEPER (TEMPORARY SEEDINGS)
1. LEAVE A LOOSE, UNCOMPACTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND DEBRIS WHICH MIGHT HOLD NETTING
ABOVE THE SURFACE.
2. SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SEEDIMG METHODS (SM-3)
3. INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE CONTOUR.
SP-3 GENTLE AND FLAT SLOPES
1. REMOVE ROCKS, AND DEBRIS.
2. APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SEEDING METHODS (SM-2); SPREAD EVENLY AND
INCORPORATE INTO THE TOP 6" WITH A DISK, CHISEL PLOW, OR ROTARY TILLER.
3. BREAK UP LARGE CLODS AND RAKE INTO LOOSE, UNIFORM SEEDBED.
4. RAKE TO LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
14 DAY STABILIZATION CLAUSE
ALL DISTURBED AREAS WHICH ARE TO BE LEFT IDLE FOR PERIOD OF 14 DAYS OR LONGER ARE
TO RECEIVE TEMPORARY VEGETATION AND /OR MULCH.
SEEDING METHODS (SM)
SM-1 FILL SLOPES STEEPER THAN 3:1 (PERMANENT SEEDINGS) USE HYDRAULIC SEEDING EQUIPMENT TO APPLY SEED AND
FERTILIZER. APPLY 40001b/acre GROUND AGRICULTURAL LIMESTONE AND 10001b/acre 10-10-10 FERTILIZER. AFTER AUG
15, USE UNSCARFIED SEED FOR SERICEA LESPEDEZA. FOR NEATER APPERANCES, OMIT SERICEA AND SUBSTITUTE
401b/acre BAHIAGRASS OR 15Ib/acre BERMUDA GRASS (USE UNHULLED BERMUDA IN THE FALL).
SM-2 GENTLE TO FLAT SLOPES OR TEMPORARY SEEDINGS
1. BROADCAST SEED AT THE RECOMMENDED RATE WITH A CYCLONE SEEDER, DROP SPREADER, OR
CULTIPACKER SEEDER.
2. RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT.
3. APPLY 40001b/acre GROUND AGRICULTURAL LIMESTONE AND 1000 lb/acre 10-10-10 FERTILIZER.
4. BETWEEN MAR 31-AUG 20, APPLY 501b/acre KOBE LESPEDEZA, KEEP MOWED; SEED PERMANENT
MIXTURE IN EARLY FALL.
SM-3 TEMPORARY SEDDING
1. APPLY 20001b/acre GROUND AGRICULTURAL LIMESTONE AND 7501b/acre 10-10-10
FERTILIZER.
SM-4 GRASS LINED CHANNELS; APPLY 4000Ib/acre GROUND AGRICULTURE LIMESTONE AND 10001b/acre
10-10-10 FERTILIZER. PLACE LININGS AS NOTED ON PLANS.
MULCH (MU)
MU-1 STEEP SLOPES (3:1 OR GREATER)
APPLY 1001b/1,000 sq. ft. GRAIN STRAW. COVER WITH NETTING AND STAPLE TO THE SLOPE.
MU-2 GENTLE SLOPES (LESS THAN 3:1)
APPLY 1001b/1,000 sq. ft. GRAIN STRAW. COVER WITH ASPHALT OR WITH NETTING AND
STAPLE TO THE SLOPE.
MU-3 APPLY 1001b/1000 sq. ft. AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MAINTENANCE (MA)
MA-1 REFERTILIZE IN LATE WINTER OR EARLY SPRING THE FOLLOWING YEAR. MOW AS DESIRED.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
EROSION CONTROL MAINTENANCE SCHEDULE
ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT
OF 0.5 INCHES OR GREATER OF PRECIPITATION DURING AND 24-HOUR PERIOD.
INSPECTION NOTES:
1. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE,
UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN APPROVED BY THE
DIVISION OF WATER QUALITY.
2. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND
ALL RECORDS SHALL BE MADE AVAILABLE TO DWQ OR AUTHORIZED AGENT UPON
REQUEST. (NOTE: IF NO RAINFALL OCCURRED, THE REPORT MUST RECORD
"ZERO")
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED TO ENSURE
THAT THEY ARE OPERATING CORRECTLY. INSPECTION RECORDS MUST BE
MAINTAINED FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST
OCCUR AT THE FREQUENCY INDICATED BELOW:
(a) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE
INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS, AND
(b) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED
WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF
RAIN PER 24 HOUR PERIOD.
4. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE, STORMWATER RUNOFF
DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATION FOR EROSION,
SEDIMENTATION, AND OTHER STORMWATER DISCHARGE CHARACTERISTICS.
INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN
0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
5. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS.
6. THE PERMITTEE SHALL REPORT TO THE DWQ CENTRAL OFFICE OR APPROPRIATE
REGIONAL OFFICE ANY VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM etc.,
ORALLY OR ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE
BECAME AWARE OF THE CIRCUMSTANCES.
7. A WRITTEN SUBMISSION OF THE REPORT SHALL BE PROVIDED WITHIN 5 DAYS OF
THE INCIDENT. WRITTEN REPORT SHALL CONTAIN DESCRIPTION OF THE SEDIMENT
DEPOSITION, AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION.
8. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN
ON THE SITE AND AVAILABLE DURING NORMAL WORKING HOURS. OLDER RECORDS
MUST BE MAINTAINED FOR THREE YEARS AFTER THE PROJECT IS COMPLETED.
ELECTRONIC RECORDS MAY BE USED, IF PROVIDING EQUAL ACCESS AND UTILITY
AS THE HARD COPIES.
9. SEE NCGO1 PERMIT FOR REQUIRED INFORMATION TO BE INCLUDED IN THE
INSPECTION RECORDS.
SEEDING MIXTURE
SEEDBED
AREA
PERMANENT TEMPORARY
PREPARA-
SEEDING
MAINTE-
NO.
DESCRIPTION
SEASON
Ib/ac Ib/ac
TION
METHOD
MULCH
NANCE
NOTES
1
STEEP
AUG 20 -
TALL FESCUE 100
SP-1
SM-1
MU-1
MA-1
BETWEEN MAY 1 -
SLOPES; LOW
OCT 30
SERICEA LESPEDEZA 30
AUG 15, ADD 101b/acre
MAINTENANCE
FEB 1 -
KOBE LESPEDEZA 10
GERMAN MILLET OR
(GREATER
151b/acre SUNDAN
THAN 3:1)
APR 15
GRASS. PRIOR TO
MAY 1 OR AFTER
AUG 15 ADD 401b/acre
RYE GRAIN
2
LOW
AUG 20 -
BLEND OF 225
APPLY 401b/acre OF
MAINTENANCE
OCT 25
TWO TURF-
NITROGEN AFTER A
AREAS
SLOPES
FEB 1
TYPE FESCUES
STAND OF GRASS HAS
OR LESS)
OR
-
MAR
SP-3
SM-2
MU-2
MA-1
BEEN ESTABLISHED.
31
AVOID APPLYING
NITROGEN DURING THE
BLEND OF
OF TWO 25
SUMMER MONTHS.
KENTUCKY
SEE SM-2 (NOTE 4)
BLUEGRASS
VARIETIES.
3
TEMPORARY
JAN 1 -
RYE GRAIN 120
TREAT TEMPORARY
SEEDING
MAY 1
KOBE LESPEDEZA 50
DIVERSION AS LOW -
SP-2
SM-3
MU-1
MA-1
MAINTENANCE, PERMANENT
(AREA 2)
MAY 1 -
GERMAN MILLET 40
AUG 15
INCLUDE TOPSOIL STOCK -
AUG 15 -
RYE GRAIN 120
PILES HERE
DEC 30
4
GRLIASASS
FEB 1 -
TALL FESCUE 200
BETWEEN APR 15 -
NED
APR 15
AUG 20, PLACE GERMAN
CHANNELS
SP-1
SM-4
MU-3
MA-1
MILLET AT 401b/acre.
AUG 20 -
TALL FESCUE 200
BETWEEN NOV 1 -
OCT 30
FEB 1, PLACE RYE GRAIN
1201b/acre, & KOBE
LESPEDEZA 501b/acre
PER NCDEQ AND NPDES REQUIREMENTS, GROUND STABILIZATION MUST OCCUR WITHIN
7 DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES (NCG01) NCDENR/DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STABILIZATION TIMEFRAMES
(EFFECTIVE AUG. 3, 2011
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, SLOPES
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH
SLOPES STEEPER THAN 3:1
7 DAYS
AND ARE NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES
GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE, EXCEPT FOR PERIMETERS
'
SLOPES FLATTER THAN 4:1
AND HQW ZONES
SEQUENCE OF CONSTRUCTION ACTIVITIES:
1. DETERMINE AND MARK LIMITS OF DISTURBANCE.
2. NOTIFY THE ARO INSPECTOR BEFORE ANY LAND DISTURBING ACTIVITY IS
STARTED.
3. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE.
4. PLACE PERIMETER SEDIMENT FENCE, CONSTRUCT SEDIMENT BASINS.
5. REMOVE TOPSOIL AND STOCKPILE FOR USE ON SLOPES.
6. STOCKPILE AREA IS DESIGNATED ON PLANS OR AS DIRECTED BY ENGINEER.
7. PLACE REMAINING SEDIMENT FENCES, ROUGH GRADE SITE, CONSTRUCT
CHANNELS, INSTALL CHANNEL LININGS.
8. CONSTRUCT STORM DRAINAGE. EXCAVATED DROP INLET PROTECTION AND
OUTLET PROTECTION TO BE CONSTRUCTED CONCURRENTLY WITH STORM DRAINS.
9. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS.
10. COMPLETE FINAL GRADING.
11. PLACE PERMANENT SEEDING AND DO FINAL LANDSCAPING.
12. NOTIFY THE ARO INSPECTOR AFTER SITE IS STABILIZED.
13. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE IS STABILIZED.
14. NO EROSION CONTROL DEVICES CAN BE REMOVED WITHOUT PRIOR APPROVAL
FROM THE INSPECTOR.
�Op 6"FREEBOARD
1
S-0"
PARTIAL PLAN
I:AIm:L1»d1]
L
RIP RAP CHECK DAMS
I�IIII SNAG LINER
CONSTRUCTION SPECIFICATIONS: SC150BN, STAPLE PATTERN
III 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER
OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND.
TEMPORARY DIVERSION DITCH ___(-,1
NOT TO SCALE CCN101-102 ccN502
PAVEMENT
SHOULDER NOTE:
DITCH CHECK TO BE REMOVED
TEMP. STONE INSIDE CLEAR ROADSIDE RECOVERY
DITCH CHECK AREA PRIOR TO TRAFFIC OPERATIONS.
SPACING = HEIGHT OF DITCH CHECK x 100
SLOPE
CLASS B STONE
BACK SLOPE
TEMPORARY STONE
DITCH CHECK
CLASS A OR
CLASS B STONE z
DITCH
SLOPE
EDGE OF
BACK \
SLOPE
\ ISOMETRIC VIEW
SHOULDER PAVEMENT
SEE PLANS FOR
PROP. SHLD. DESIGN
ALTERNATE
PROP. TRENCH SECT. T
DITCH SLOPE
TYPICAL CROSS SECTION
I INSTALLATION DETAIL
DUMP STRAP
1" REBAR FOR BAG T
REMOVAL FROM INLET
ROADWAY GRADE POINT
SHOULDER POINT
z
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CLASS B STONE
_ w
N DITCH POINT
a
4' TO 6' +/-
TYPICAL LONGITUDINAL SECTION
RIP -RAP CHECK DAM
NOT TO SCALE
HOLD-DOWN STAKES
AT 10' SPACING
ALONG SLOPE
15" FLEXIBLE PIPE
STAKE
TIE DOWN AT END
2 EACH
DUMP STRAF
EXPANSION REST
(1/4" NYLON RC
2" FLAT WASHER
SILTSACK
I400
4'-0"
MIN
TO GO THROUGH DIKE
4'-0"
MIN
2
1�
PIPE 11
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CONSTRUCTION SPECIFICATIONS:
1.
THE TOP OF THE EARTH DIKE
OVER THE INLET PIPE AND THOSE
DIKES CARRYING WATER TO THE
PIPE SHALL BE AT LEAST 1 FOOT
HIGHER AT ALL POINTS THAN
THE TOP OF INLET PIPE.
2.
THE PIPE SHALL BE FLEXIBLE
WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHALL
BE STAKED ON EITHER SIDE.
3.
A RIP RAP APRON SHALL BE
PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED
AREA.
4.
THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP
OF THE EARTH DIKE.
PROFILE 5.
FOLLOW-UP INSPECTION AND
ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH
STORM.
FLEXIBLE PIPE SLOPE DRAIN
NOT TO SCALE
BAG D ETAI L
INSTALLATION DETAIL
SILT SACK 6
NOT TO SCALE CCN102 CCN502
CCN
S I LTSAC K®
SPECIFICATIONS
NOTE: THE SILTSACK o WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE
FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS.
REGULAR FLOW SILTSACK
(FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF)
PROPERTIES TEST METHOD
UNITS
GRAB TENS LE STRENGTH
ASTM D-4632
300 LES
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
120 LES
MULLEN BURST
ASTM D-3786
800 PSI
TRAPEZOID TEAR
ASTM D-4533
120 LES
UV RESISTANCE
ASTM D-4355
80 %
APPARENT OPENING SIZE
ASTM D-4751
40 US SIEVE
FLOW RATE
ASTM D-4491
40 GAL/MIN/SQ Fr
PERMITTIVITY
ASTM D-4491
0.55 SEC -1
HI -FLOW SILTSACK®
(FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF)
PROPERTIES LEST METHOD
UNE
GRAB TENSILE STRENGTH
ASTM D-4632
265 LES
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
135 LES
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
ASTM D-4533
45 LEIS
UV RESISTANCE
ASTM D-4355
90 %
APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE
FLOW RATE
ASTM D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
1.5 SEC -1
011-ARSnRRANT SII TSACK o
(FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS)
DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAM BE MADE FROM
EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR,
MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACK R WITH A WOVEN PILLOW INSERT.
.� o CAROB
CLAYTON
ENGINEERING &
m DESIGN, PLLC. zo
=� No. P-1463
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JOB NUMBER:
18023
DATE:
09/24/18
DRAWN BY:
EMB
CHECKED BY:
WSC
REVISIONS
NO.
DESCRIPTION
DATE
CCN502
SHEET
9 OF
14

Attachment A

General Permit Verification
December 21, 2018

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2018-01924 County: Watauga U.S.G.S. Quad: Deep Gap
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: HNH Futures, LLC / Attn: Chad Hollister
Address:307 Scene-A-Rama Drive
Blowing Rock, NC 28607
Telephone Number:252-414-0875
Size (acres): 2.2 acre
Nearest Town: Boone
Nearest Waterway:Brown Branch
Coordinates: 36.227200 -81.608398
River Basin/HUC:New River / 005050001
Location description: The site is located on Whispering Pines Road, in Boone, Watauga County, NC.
Description of projects area and activity: This permit authorizes placement of fill for the construction of a storage unit
commercial business. Impacts to wetlands authorized by this permit total 0.4 acres.
Special Conditions:
1.In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the
provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer
Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
2.If additional impacts to waters of the U.S., either on this property or on/adjacent to this property in association with
this development/project are proposed at a later date then those impacts will be combined with the current impacts to
waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if
individual or cumulative (i.e. past and present) losses or degradation of waters of the U.S. are greater than 150 linear
feet of stream channel and/or 0.10 acre of wetland. Additionally, cumulative impacts that result in the loss or
degradation of greater than 300 linear feet of stream channel* and/or 0.5 acre of wetland will be processed under an
Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that
this office will necessarily approve any future proposal to impact waters of the U.S. on this property and/or
properties associated with the project. *The District Commander has the ability to waive the 300 linear foot limit for
intermittent stream channels on a case-by-case basis. All requests for a waiver must be in writing and shall include
rationale for the request.
3. Adjacent/undisturbed wetland areas to the proposed impact areas should be clearly demarcated with protective
fencing prior to and during construction activities and remain in-place until permitted activities has been completed
and a compliance inspection has been conducted by the Corps project manager.
4. A pre-construction meeting should be coordinated with the Corps project manager to inspect protective wetland
fencing prior to any permitted impacts occurring.
Applicable Law: Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 39
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information dated
September 27, 2018. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies
with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is
suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence
in reliance upon the nationwide/regionalpermit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional permit’s expiration, modification or revocation, unless discretionary authority has been
exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Amanda Jones at 828-271-7980, ext. 4225 or [e-mail].
Corps Regulatory Official: ___________________________ Date: December 21, 2018
Amanda Jones
Expiration Date of Verification: March 18, 2022
Determination of Jurisdiction:
A. There are wetlands on the above described project area that may be subject to Section 404 of the Clean Water Act
(CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps
district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish
to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior
to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of
waters of the United States.
B. There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water
Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may
be relied upon for a period not to exceed five years from the date of this notification.
C. There are waters, including wetlands, within the above described project area that are subject to the permit
requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
D. The jurisdictional areas within the above described project area have been identified under a previous action. Please
reference jurisdictional determination issued . Action ID: SAW-.
Basis for Determination:
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Regional
Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region (version
FUEMMELER.AMAND
A.JONES.1242835090
Digitally signed by
FUEMMELER.AMANDA.JONES.1242835090
DN: c=US, o=U.S. Government, ou=DoD,
ou=PKI, ou=USA,
cn=FUEMMELER.AMANDA.JONES.1242835090
Date: 2018.12.21 08:45:20 -05'00'
2.0). The potential waters of the U.S. are as approximately depicted on the attached map labeled Stream and Wetland
Delineation Map, Figure 9.

E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find
a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by .
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: ______________________________________
Amanda Jones
Issue Date of JD: December 21, 2018 Expiration Date of JD: N/A Preliminary JD
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
Copy furnished:
ClearWater Environmental Consultants, Attn: Clement Riddle (via email)
NCDMS, Attn: Kelly Williams (via email)
NCDWR, Attn: Sue Homewood (via email)

FUEMMELER.AMAND
A.JONES.1242835090
Digitally signed by FUEMMELER.AMANDA.JONES.1242835090
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA,
cn=FUEMMELER.AMANDA.JONES.1242835090
Date: 2018.12.21 08:45:46 -05'00'
Attachment B

DMS Invoice
February 10, 2020

INVOICE# INV-005380
February 10, 2020

Chad Hollister
HNH Futures, LLC
307 Scene-A-Rama Drive
Blowing Rock, NC 28605

Project: Watauga Storage Invoice expires: 4/11/2020
County: Watauga
401 permit#: 2018-1314
404 permit#: 2018-01924
DMS ID#: MR-07026
Please review this invoice carefully and report any discrepancies immediately to the contact listed below.
You have elected to satisfy the compensatory mitigation requirements of the applicable Section 401/404
permit(s) issued for the above referenced project through payment of a fee to the NCDEQ Division of
Mitigation Services (DMS) In-Lieu Fee Program. In accordance with 15A NCAC 02R .0402, the amount
due is based upon the 2019-20 Rate Schedule and has been calculated as follows:
Location Mitigation Type Credits Rate per credit Fee
New 05050001 Riparian Wetland 0.80 $52,273.99 $41,819.20
TOTAL AMOUNT DUE if paid within 60 days: $41,819.20
This invoice expires in 60 days. Expired invoices are not eligible to be paid. Note that permit(s) may require
payment before this date. Invoice extensions may be requested by emailing the DMS In-Lieu Fee Program
Coordinator at [e-mail]. Extensions will be based on the fee schedule in effect on the date
they are issued. Please submit an ePayment at http://go.ncdenr.gov/epayment or mail a check for the Total
Amount Due to the address below and enclose a copy of your unexpired invoice.
US Mail: Physical Address for UPS/FedEx:
NCDEQ NCDEQ
Division of Mitigation Services Division of Mitigation Services
1652 Mail Service Center 217 West Jones St., Suite 3000A
Raleigh, NC 27699-1652 Raleigh, N.C. 27603
Third party payments must be accompanied by written authorization from the permittee. All refund requests
must be submitted in accordance with the Division’s refund policy at www.nceep.net. If you have questions
concerning this payment, please call Kelly Williams at [phone]. YOU MUST BE IN POSSESSION
OF THE PAYMENT RECEIPT FROM DMS PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY
THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.

cc: Todd Tugwell, USACE - Raleigh; Amanda Jones, USACE
Clement Riddle, agent

Attachment C

NC Department of Water Resources Permit Approval
April 5, 2019
North Carolina Department of Environmental Quality  Division of Water Resources
Winston-Salem Regional Office  450 W. Hanes Mill Road, Suite 300  Winston-Salem, North Carolina 27105
336-776-9800

MICHAEL S. REGAN
Secretary

LINDA CULPEPPER
Director

ROY COOPER
Governor

NORTH CAROLINA
Environmental Quality

April 5, 2019

DWR # 20181314
Watauga County

HNH Futures LLC
Attn: Chad Hollister
307 Scene-A-Rama Dr.
Blowing Rock NC 28607

Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Watauga Storage

Dear Mr. Hollister:
You have our approval for the impacts listed below for the purpose described in your application dated
September 26, 2018, received by the Division of Water Resources (Division) September 28, 2018, , and
with subsequent information on December 3, 2018, January 23, 2019, and March 15, 2019. These
impacts are covered by the attached Water Quality General Certification Number 4139 and the
conditions listed below. This certification is associated with the use of Nationwide Permit Number 39
once it is issued to you by the U.S. Army Corps of Engineers. 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 approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification are met. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b) and/or (c)]
Type of Impact

Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
404/401 Wetlands 0.40 (acres) 0 (acres)
DocuSign Envelope ID: 1D03FAA0-F59F-4756-AC07-2565049C4245
HNH Futures LLC
DWR# 2018-1314
401 APPROVAL
Page 2 of 4

2. 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 Certification. 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 General Certification(s)/Permit/Authorization and is
responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]
3. The Permittee shall stake the limits of disturbance and conduct a preconstruction meeting with
the construction contractor and environmental consultant prior to disturbance of the impact
area. The Division shall be notified of the meeting two weeks prior to its scheduled date. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H .0502 (e)]
4. All wetlands, streams, and surface waters, 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)]
5. The Division approves the Stormwater Management Plan (SMP) consisting of two infiltration
basins and all associated stormwater conveyances, inlet and outlet structures, and the grading
and drainage patterns depicted on plan sheets dated September 24, 2018, which are
incorporated by reference and are enforceable by the Division. The following conditions also
apply [15A NCAC 02H .0506(b)(5)]:
a. The maximum allowable drainage area for the approved infiltration system shall be 93,958
square feet and the maximum allowable built-upon area within that drainage area shall be
43,529 square feet. Any changes to these allowable maximum areas shall require the
applicant to submit and receive approval from the Division prior to any construction or
modification of the current site.
b. The footprint of all stormwater management device(s) as well as an additional 10-foot wide
area on all sides of the device(s) shall be located in either public rights-of-way, dedicated
common areas or recorded easement areas. The final plats for the project showing such
rights-of-way, common areas and easement areas, shall be in accordance with the approved
plans.
c. The approved SMP shall be constructed and operational before any permanent building or
other structure is occupied at the site.
d. The SMP may not be modified without prior written authorization from the Division.
e. Maintenance activities for stormwater management device(s) shall be performed in
accordance with the notarized O&M agreements signed by Chad Hollister (HNH Futures,
LLC) on January 15, 2019. The O&M agreement shall transfer with the sale of the land or
transfer of ownership/responsibility for the approved diffuse flow plan. The Division shall
be notified promptly of every transfer.
DocuSign Envelope ID: 1D03FAA0-F59F-4756-AC07-2565049C4245
HNH Futures LLC
DWR# 2018-1314
401 APPROVAL
Page 3 of 4

f. The applicant and/or authorized agent shall provide a completed Certificate of Completion
form to the Division within thirty (30) days of project completion (available at
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion).
6. The permittee shall report to the Winston Salem Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] 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.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in General Statute 150B 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 via US Postal Service: If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285

One (1) copy of the petition must also be served to DEQ:

William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

DocuSign Envelope ID: 1D03FAA0-F59F-4756-AC07-2565049C4245
HNH Futures LLC
DWR# 2018-1314
401 APPROVAL
Page 4 of 4

This letter completes the review of the Division under section 401 of the Clean Water Act. Please
contact Sue Homewood at 336-776-9693 or [e-mail] if you have any questions or
concerns.

Sincerely,

Lon T. Snider
Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ – WSRO

Enclosures: GC 4139

cc: Clement Riddle, ClearWater Environmental Consultants Inc. (via email)
Amanda Fuemmeler, USACE Asheville Regulatory Field Office (via email)
Andrea Leslie, NCWRC (via email)
DWR WSRO 401 file
DWR 401 & Buffer Permitting Unit file
DocuSign Envelope ID: 1D03FAA0-F59F-4756-AC07-2565049C4245