20190664 Ver 1_401 Application_20190520

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20190664
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
401 Application
Zan Price:eads\gaprice
Asheville Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

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 Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
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: Alea Tuttle
Who is subrritting the information?
Email Address: [e-mail]
Project Information
........................................................................................................................................................................
Project Name: Padgettown Road Subdivision
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)
Buncombe
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
948 PCN e -copy submitted 5.20.2019.pdf 5.07MB
Only pdf or lqm files are accepted.
Describe the attachments:
PCN courtesy copy submitted on behalf of BP Black Mountain 1 LLC
V 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
I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

CLearWater
C1earWater Environmental Consultants, Inc.
www.cwenv com
May 20, 2019
Ms. Amanda Jones
United States Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
RE: Padgettown Road Subdivision (+/-10.1 Acres)
Nationwide Permit 29 Application &
Preliminary Jurisdictional Determination
Buncombe County, North Carolina
Dear Ms. Jones,
The attached Pre -Construction Notification (PCN) is being submitted on behalf of BP Black
Mountain 1, LLC represented by Mr. Jake Libaire. The project site is located off Padgettown
Road in Buncombe County. The project site is a +/- 10.1 acre parcel with a physical address of
542 Padgettown Rd, Black Mountain, North Carolina (35.62782, -82.31066). The applicant is
seeking a Nationwide Permit 29 for the authorization of permanent stream and wetland impacts
associated with the development of a residential subdivision. A Preliminary Jurisdictional
Determination (PJD) request for the project site is also being submitted with the package. The
site was delineated by ClearWater Environmental Consultants on October 31, 2018. A courtesy
copy of this application has been sent to Zan Price of the North Carolina Division of Water
Resources. Copies of this application have also been sent to Andrea Leslie of the North Carolina
Wildlife Resources Commission and Byron Hamstead of the United States Fish and Wildlife
service.
Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments.
Sincerely,
F
Alea Tuttle, P.W.S.
Biologist
CC:
Zan Price- North Carolina Division of Water Resources
Andrea Leslie- North Carolina Wildlife Resources Commission
Byron Hamstead- United States Fish and Wildlife Service
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel
R. ent Riddle, P.W.S
Principal

Preliminary ORM Data Entry Fields for New Actions

SAW – 201 Ͳ BEGIN DATE [Received Date]:

Prepare file folder Assign Action ID Number in ORM

1.Project Name [PCN FŽƌm A2a]:

2.Work Type: Private Institutional Government Commercial

3.Project Description / Purpose [PCN Form B3d and B3e]:

4.Property Owner / Applicant [PCN Form A3 or A4]:

5.Agent / Consultant [PCN Form A5 – or ORM Consultant ID Number]:

6.Related Action ID Number(s) [PCN Form B5b]:

7.Project Location - Coordinates͕^ƚƌĞĞƚĚĚƌĞƐƐ͕ĂŶĚͬŽƌ>ŽĐĂƚŝŽŶĞƐĐƌŝƉƚŝŽŶ[PCN Form B1b]:

8.Project Location - Tax Parcel ID [PCN Form B1a]:

9.Project Location – County [PCN Form A2b]:

10.Project Location – Nearest Municipality or Town [PCN Form A2c]:

11.Project Information – Nearest Waterbody [PCN Form B2a]:

ϭϮ͘tĂƚĞƌƐŚĞĚͬϴͲŝŐŝƚ,LJĚƌŽůŽŐŝĐhŶŝƚŽĚĞ΀WE&ŽƌŵϮĐ΁͗

Authorization: Section 10 Section 404 Section 10 & 404

Regulatory Action Type:

Standard Permit
Nationwide Permit #
Regional General Permit #
Jurisdictional Determination Request
Pre-Application Request
Unauthorized ĐƚŝǀŝƚLJ
Compliance
EŽWĞƌŵŝƚZĞƋƵŝƌĞĚ

Revised 20150602
Padgettown Road Subdivision
✔
The applicant intends to build a residential subdivision along Padgettown Road.
BP Black Mountain 1 LLC
ClearWater Environmental Consultants
542 Padgettown rd, Black Mountain, NC. 35.62782, -82.31066.
0619-69-9836; 0619-69-7618
Buncombe
Black Mountain
Swannanoa River
French Broad; 06010105
✔
✔29
✔
<< Back to Parcel Details
Owner Information
COUNTY OF BUNCOMBE, NORTH CAROLINA
Web Property Record Card
o619-69-9836-00000
Owners:
BP BLACK MOUNTAIN 1 LLC
Address:
PO BOX 3180
ASHEVILLE NC 28802-3180
Property Location:
542 PADGETTOWN RD
Taxing Districts
County:
Buncombe County
City:
BLACK MOUNTAIN
Fire:
School:
No Owner History
Date Printed: 5/13/2019
Parcel Information Total Property Value: o
Status: Active
Deed Date: 8/14/2018
Deed Book/Page: 5692/1611
Plat Book/Page: 0193/0091
Legal Reference: TRANFER BY DEED/SPLIT
Location: J42 PADGETTOWN RD
Class: UNDEVELOPED TRACT
Neighborhood: BLACK MTN RURAL
Subdivision:
Sub Lot:
Conservation/Easement: N
Flood: N
Ownership History
Assessment History
Land Data Total Acres: Land Value: Other Value: o
0 o I Improvements
Total Building Value: o

<< Back to Parcel Details
Owner Information
COUNTY OF BUNCOMBE, NORTH CAROLINA
Web Property Record Card
o61g-69-76i8-00000
Owners:
BP BLACK MOUNTAIN 1 LLC
Address:
PO BOX 3180
Deed Date:
ASHEVILLE NC 28802-3180
Property Location:
99999 PADGETTOWN RD
Taxing Districts
o196/0013
County:
Buncombe County
City:
BLACK MOUNTAIN
Fire:
RES BLDG LOT
School:
BLACK MTN RURAL
Date Printed: 5/13/2019
Parcel Information
Total Property Value: o
Status:
Active
Deed Date:
2/27/2019
Deed Book/Page:
5747/ 0743
Plat Book/Page:
o196/0013
Legal Reference:
NON WARRANTY DEED
Location:
99999 PADGETTOWN RD
Class:
RES BLDG LOT
Neighborhood:
BLACK MTN RURAL
Subdivision:
Sub Lot:
Conservation/Easement:
N
Flood:
N
Ownership History
Transfer Date
Price
Legal Reference
Deed Book/Page
Qualified Vacant When Sold
Seller Names
JAMES P HOLDERMAN
02/27/19
$o
NON WARRANTY DEED
5747 / 0743
No: C Yes
TONIA D HOLDERMAN
Assessment History
Land Data Total Acres: Land Value: Other Value: o
0 o 1 Improvements
Total Building Value: o

Department of the Army
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Box 1890
Wilmington, 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 1899.

Property Owner of Record: _________________________________________________

Property Owner Address: __________________________________________________

__________________________________________________

Phone Number: __________________________________________________

Email address: __________________________________________________

Property Location: __________________________________________________

Owner/Managing partner Signature: __________________________________________

Owner/Managing printed name: __________________________________________

Date: __________________________________________________

32 Clayton Street
Asheville, NC 28801
Phone: [phone]
www.cwenv.com
BP BLACK MOUNTAIN 1 LLC
275 Grove St, Suite 2-400, Auburndale MA 02466
843-732-3455
[e-mail]
542 PADGETTOWN RD, BLACK MOUNTAIN, NC
Jake Libaire
5-15-19
Page 1 of 10
PCN Form – Version 1.4 January 2009
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: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. 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 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 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:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Padgettown Road Subdivision
Buncombe
Black Mountain
BP Black Mountain 1 LLC
5692/1611; 5747/0743
Jake Libaire
275 Grove St. Suite 2-400
Auburndale MA, 02466
843-732-3455
[e-mail]
29
Page 2 of 10
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:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
R. Clement Riddle
ClearWater Environmental Consultants
32 Clayton Street
Asheville, NC, 28801
828-698-9800
[e-mail]
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
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 prior phases) in the past?
Yes No Unknown
Comments:
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):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
0619-69-9836; 0619-69-7618
-82.31066
10.1
Swannannoa River
C
French Broad; 06010105
Currently the site consists of undeveloped land, including forested wetlands, forested upland, and a fallow upland field. The general land use in the
vicinity of the project is residential.
0.188
The purpose of the project is to build a residential community in Black Mountain, NC
The project will utilize typical earthmoving equipment to construct 43 lots, roads, stormwater treatment, and replace an existing culvert.
JD request is included, pending approval from USACE
35.62782
1,230
JD request is submitted with the PCN (Attachment A)
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
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
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Fill Headwater Wetland Yes Corps 0.016
Yes Corps 0.023
Yes Corps 0.0004
Yes/No -
Yes/No -
Yes/No -
0.0394
Impacts will consist of suitable clean fill
Culvert UT to Swannanoa PER Corps 4 30
An existing 30 ft long 24" corrugated metal culvert on the UT to Swannanoa will be replaced with dual 36" HP culvert for 60LF, resulting in 30LF
additional permanent impact to the UT to Swannanoa. Impacts will consist of suitable clean fill.
P
P
P
-
-
-
Fill
Fill
Choose one
Choose one
Choose one
Headwater Wetland
Headwater Wetland
Choose one
Choose one
Choose one
P
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
-
-
-
-
-
-
-
-
-
-
Page 5 of 10
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.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
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
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Yes/No
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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 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?
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:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu 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:
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:
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.
Impacts were avoided on 1,200 LF of existing streams (97%of total stream length)and 0.149 acres of of existing wetlands (79%of total wetland area).
Impacts were necessary to allow for development of proposed roads, homes, and storm-water infrastructure, however the impacts to streams and
wetlands are minimized in the design by the geographical placement of features outside jurisdictional areas.
All work will be completed in the dry using a pump around station to dewater the stream channel. Equipment will operate from high ground to avoid
impacts to the remaining jurisdictional features. Sediment and erosion control best management practices will be used on site.
Choose one
Choose one
Choose one
Choose one
Page 7 of 10
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 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 8 of 10
PCN Form – Version 1.4 January 2009
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
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. 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? %
2b. Does this project require a Stormwater Management Plan? 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:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
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
34
A stormwater management plan will be reviewed and approved by Buncombe County. Buncombe County is a local delegated authority for review and
approval of stormwater plans.
Buncombe County
Town of Black Mountain
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
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.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes 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
additional development, which could impact nearby downstream water quality? Yes No
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.
This project will not result in additional development, the project is within an area already developed for residential uses with a nearby commercial
district.
The project will connect to the existing sanitary sewer line on Padgettown Road. The sewage generated from the site will be treated by the
Metropolitan Sewerage District of Buncombe County, NC
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 Q 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?
CEC consulted the NC Natural Heritage Program Data Explorer, USFWS fist of threatened and Endangered Species, Threatened Species, Federal
Species of Concern and Candidate Species for Buncombe County, and USFWS Northern Long Eared Bat Consultation Areas map. (Attachment B).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystems IMS- Project does not occur near a marine environment
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 ❑X 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 HPOWEB GIS Service. The site is approximately 0.5 miles east of the South Montreat Road Historic District.
(BN1796). It is the opinion of CEC that development of this project will not adversely impact this Historic District.
S. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
CEC consulted FEMA FIRM Panels: 371006190.1; 371007100J (Figure 7)
ApplicantlAgent's Printed Name Applicant/Agenfs Signature Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Figures

Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 1,000 2,000500
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
Site Vicinity Map
Figure 1
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 500 1,000250
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
USGS Topographic Map
Montreat Quad
Figure 2
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
Aerial Map
NCCGIA (2015)
Figure 3
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
FrA
FaC2DrBUrBBkD2
TaC
FnB
FnD
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Project Boundary
Soil
BkD2 - Braddock clay loam
DrB - Dillard loam
FaC2 - Fannin-Lauada complex
FnB; FnD - Fannin-Lauada-Urban land complex
FrA - French loam
TaC - Tate loam
UrB - Unison-Urban land complex
32 Clayton Street
Asheville, North Carolina 28801
USDA Soil Map
Figure 4
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
Impact W3:
0.023 AC fill in wetland
Impact W2:
0.016 AC fill in wetland
Impact S1: Replace Existing 30 LF 24" corrugated metal culvert with
60 LF double-barrel 36" HP culvert: 30 LF Permanent Stream Impact
Impact W4:
0.0004 AC fill in wetland
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Project Boundary
Wetland
Wetland Impact
Limits of Disturbance
Stream Impact
Linear Wetland
Existing Culvert
Stormwater Infrastructure
Building Plan
32 Clayton Street
Asheville, North Carolina 28801
Impact Map
Figure 6
Buncombe County,
North Carolina
Drawn by: AKT 5.15.2019; CEC Project# 948
Project Area 10.1 AC
Jurisdictional Waters of the USStreams 1,230 LFWetlands 0.188 AC
Jurisdictional ImpactsStreams 30 LF Wetlands 0.039 AC
Avoidance/MinimizationStreams 1,200 LFWetlands 0.149 AC
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 500 1,000250
Feet
Legend
Project Boundary
Flood Hazard Zones
Zone Type
1% Annual Chance Flood Hazard
Regulatory Floodway
Special Floodway
Area of Undetermined Flood Hazard
0.2% Annual Chance Flood Hazard
Future Conditions 1% Annual Chance Flood Hazard
Area with Reduced Risk Due to Levee
32 Clayton Street
Asheville, North Carolina 28801
FEMA Floodplain Map
FIRM Panels 371006190J
& 371007100J
Figure 7
Buncombe County,
North Carolina
Drawn by: AKT 5.15.2019; CEC Project# 948
Project Boundary
PROPOSED CULVERT REPLACEMENT IN EXISTING UNNAMED BRANCH
4" SUCTION HOSE KIT
25' IN LENGTH WITH ALUMINUM
CAMLOCK CONNECTORS. SUCTION
END TO BE INSTALLED IN 5 GAL.
BUCKET WITH 1" PERFORATION
5 GALLON BUCKET WITH
10 POUNDS OF STONE. EXISTING INVERT IN (24" CMP )= ??? (COMPROMISED)
TOP OF BUCKET EL. = 2447.0' \ ) \ )
2' SANDBAG DIKE PROPOSED INVERT IN (2-36" HDPE)=2444.5'
CREEK
EXISTING 20 LF 24" CMP STORM PIPE
PROPOSED 2-36 HP CULVERTS, TO BE REPLACED WITH (2 60 LF 36" HDPE
SPACED 6" APART, BURIED 12" \ )
PIPE SLOPE TO BE 1.7%
TEMPORARY PUMP AROUND
AMT TRASH PUMP
MODEL 4513XHR OR EQUAL.
DETAIL THIS SHEET.
EL. 2452.0'
4" DISCHARGE HOSE
WITH 3 PLY POLYESTER YARNS
3" SUCTION HOSE KIT
WITH ALUMINUM CAMLOCK
CONNECTORS
TRENCH DE -WATERING PUMP.
POWERHORSE MODEL#D530W
P`
3" DISCHARGE HOSE
WITH 3 PLY POLYESTER YARNS
/ FILTREXX CONCRETE WASHOUT
BASIN TO FILTER TRENCH WATER.
DETAIL THIS SHEET
\ FILTER SOCKS TO BE KEYED TO GROUND
PUMP AROUND PUMP SCHEMATIC
PROPOSED CULVERT PROFILE
2460
PROPOSED INVERT OUT (2-36" HP) = 2443.5' 2450
F'AFi I ti PIPE SIZE A
0665AA 6 in 4.7 in
150 mm 119 mm
101 1 AA 11, in 5.0 in
250 mm i126 mm1
121 1 AA". 12 in 7.7 in
300 mr
1265AA 12 in 7.7 in
1266AA 300 m�.-
1565AA 15 in 10,x: m
1566 AA
1865AA 18 in 10,7 In
T866AA
2465AA 24 in 12.6 in
2466AA 15ii0 r,,1 ,
3D65AA 36 in 16,5 in
3066AA
3661AA 36 in 21,O.n
3662 AA rt
4265AA" 42 in 20,8 �n
42fi6AA"
4865AA" „:5 n 21,0 n
48fi6AA"
6065AA'* 60 'n 2 !,0 a1
6066AA'-
Cn00
PROPOSED GRADE
AIP WATER 2450
INV: 2449.144'
t 1.7 � �
2440 2440
ANCHOR DISCHARGE END OF HOSE -0+30 0+20 0+70
WITH 100 LBS OF SAND BAG S
S � � CONSTRUCTION SEQUENCE:
�
10 LF 4" PERFORATED PVC PIPE ALL WORK TO BE PERFORMED IN THE DRY USING PUMP AROUND SYSTEM SHOWN
WITH (60) 1.5" DIAMETER HOLES ALL WORK MUST BE PERFORMED ONLY AFTER 401/404 PERMIT HAS BEEN OBTAINED
SPACED EQUALLY WITH END CAP AND IN ACCORDANCE OF ALL CONDITIONS.
STREAM TO BE LINED WITH 10 LF OF 140N 1. INSTALL FILTREX FILTER RING
/ MIRAFI FILTER FABRIC ANCHORED WITH 2. INSTALL PUMP AROUND AND DEWATERING PUMP DO NOT TURN ON
\ RIVER STONE. NO EQUIPMENT IS ALLOWED
WITHIN STREAM. 3. INSTALL ALL REQUIRED PUMPING PIPING
z0' 4. INSTALL UPSTREAM AND DOWNSTREAM DIKES AND BEGIN DEWATERING
5. ONCE TRENCH IS DRY, REMOVE EXISTING CULVERT AND INSTALL NEW ONE
6. RE -STABILIZE BANK IF NECESSARY. USE BIO -DEGRADABLE EXCELSOIR
� INVERT OUT (24" CMP) = 2444.0'
/AEXISTING
CURLEX III 100% SEED FREE ASPEN FIBERS.
7. REMOVE ANY COLLECTED SEDIMENT IN TRENCH OR FILTREXX FILTER RING
15' 8. REMOVING PUMPS AND PIPING EQUIPMENT
9. REMOVE DIKES
CULVERT REPLACEVENT
FILTREXX TRENCH WATER DE -WATERING BASIN DETAIL
Pump Nozzle Energy
Dissipator
Pump Discharge=
520.00
gpm
1.144000
cfs
Diameter of
perforation
1.50
inch
Area of perforation
0.012266
sf
Number of
t 1.7 � �
2440 2440
ANCHOR DISCHARGE END OF HOSE -0+30 0+20 0+70
WITH 100 LBS OF SAND BAG S
S � � CONSTRUCTION SEQUENCE:
�
10 LF 4" PERFORATED PVC PIPE ALL WORK TO BE PERFORMED IN THE DRY USING PUMP AROUND SYSTEM SHOWN
WITH (60) 1.5" DIAMETER HOLES ALL WORK MUST BE PERFORMED ONLY AFTER 401/404 PERMIT HAS BEEN OBTAINED
SPACED EQUALLY WITH END CAP AND IN ACCORDANCE OF ALL CONDITIONS.
STREAM TO BE LINED WITH 10 LF OF 140N 1. INSTALL FILTREX FILTER RING
/ MIRAFI FILTER FABRIC ANCHORED WITH 2. INSTALL PUMP AROUND AND DEWATERING PUMP DO NOT TURN ON
\ RIVER STONE. NO EQUIPMENT IS ALLOWED
WITHIN STREAM. 3. INSTALL ALL REQUIRED PUMPING PIPING
z0' 4. INSTALL UPSTREAM AND DOWNSTREAM DIKES AND BEGIN DEWATERING
5. ONCE TRENCH IS DRY, REMOVE EXISTING CULVERT AND INSTALL NEW ONE
6. RE -STABILIZE BANK IF NECESSARY. USE BIO -DEGRADABLE EXCELSOIR
� INVERT OUT (24" CMP) = 2444.0'
/AEXISTING
CURLEX III 100% SEED FREE ASPEN FIBERS.
7. REMOVE ANY COLLECTED SEDIMENT IN TRENCH OR FILTREXX FILTER RING
15' 8. REMOVING PUMPS AND PIPING EQUIPMENT
9. REMOVE DIKES
CULVERT REPLACEVENT
FILTREXX TRENCH WATER DE -WATERING BASIN DETAIL
Pump Nozzle Energy
Dissipator
Pump Discharge=
520.00
gpm
1.144000
cfs
Diameter of
perforation
1.50
inch
Area of perforation
0.012266
sf
Number of
perforations
60
Length of pipe
10.00
Perforations per ft
6.00
0.735938
sf total discharge
area
1.554480
fps
FLOW CALC DISSIPATOR FOR PUMP AROUND
PIPE DISCHARGE DETAIL
PUMP DETAILS
4" Trash Pumps
Construction: Cast Aluminum with Cast Iran Components MaXimum Solids Handling Capacity.
tit HP Class represents market case q and is wt intended Eo define adral horsepower. 2" Diameter
++ 12V CC Electric Start {9attery Not Included)
■ Oil Alert Included
- o 0
Tb M
t19.3t
aucnoN
A
Go
Run Time Tank$ize Ship Wt.
Model HP Class• Curve Part Utiver Seal (Hours) (GaULtr.) (Lbs.)
i 10 HP D d' NPT Yanmar L100"• Vrtanml SIC -SIC 2.7 1.4315.4 220
4R 13 HP E d' NPT B & S Vanguard V -Twin" WWI SIC -SIO 1,9 2.25!8.5 195
{R 13 HP E d' NPT Honda G}[390"1 Vitonml SIC -SIC 2.5 1.6W6.1
PUMP -AROUND PUMP
Machine Components
�I -
r p
r a..
1. Prime Part: Fill the priming port to prime the pump.
2. Discharge Fitting: Connect the discharge hose to the discharge sitting.
3. Pump: The pump moves the liquid.
4, Suction Fitting: Connect the suction hose to the suction fitting.
5. Drain Port: Drain the liquid in the pump through the drain port.
6. Engine: The air-cooled
engine powers the pump.
DEWATERING PUMP
IN
4" SCHEDULE 40
PVC PIPE CAP
U
ANCHOR DISCHARGE END OF HOSE JOIN THREE 20' PIPE SECTIONS
WITH 60LB SAND BAGS WITH ADS "A" PROFILE COUPLER
60.00LF of 361N SEE DETAIL THIS SHEET
2' SANDBAG DIKE EXISTING STREAM BED H P (It
10', 4" SCHEDULE 40 PVC
PIPE WITH (60) 1.5" HOLES
C.7
0
0
561
0 4" SCHEDULE 40 FEMALE GLUE
ON JOINT TO MALE PIPE THREAD
ADAPTER (SEE IMAGE)
® 4" ALUMINUM CAMLOCK FITTING
MALE COUPLER TO FPT THREAD
ADAPTER (SEE IMAGE)
4" CAMLOCK FITTING MALE BARB X
FEMALE COUPLER THREAD
12"
PROPOSED CULVERT SECTION
NOTES:
PARTS ENDING W ITH "65" OR "61" DO NOT HAVE A GASKET.
PARTS ENDING WITH "66" OR "62" ARE THE PREMIUM
COUPLING SUPPLIED WITH A GASKET.
"PART 1211-11 FOR TWO
COUPLING DETAIL
0
NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
"A" PROFILE ST SPLIT COUPLER
10" - 60" DIAMETER
STAGE SINGLE WALL PIPE ONLY
REPRESENTS ATWp-PIECE LOUPING SUPPLIED
WITH SIX CABLES
NfL+P 'CLWLING lRdIJNt FF -E EtllyS,
HOLES PP00.A fl€0 FOR4rlsrrui THREF PIAiPC IACNII49 G�HLES
FL✓'s�'r+; LBCMING Gk9LE nES {P,.Rr rw u>a€a Izao-rac} rr EnO
ucH
rooves ❑noMoco iN cGUPuwc nim
TIGI-rfE2l SECUq EI_v NO PIPE �°•
A
PROPOSED PUMP AROUND SYSTEM
approved
77�clewatering device
stream
I-
diversion
W J
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d W N a w Q (n ��
PROPOSED HP 36" PIPE � W W C)� Q ~ or- I—
2 1— Q Q (-D� O
t 4" BASE FLOW m� V<-2 Z0LU � U
m
w � z z
FILL PIPE WITH V)Q >_ z a- � � O 1---
O
STREAM BED MATERIAL Z Z 0� Z N 3� 00
TO EXISTING STREAM BED _O 2 � Q � � � � 15; �
ELEVATION w p a H p Q Q p W
LU a U m m Z U) 00
Z 0 C/)z m
12" 0 J O
Z
N Mq- to CO ti M 07 �
K¢•• CARo ,
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= SEAL =
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pumps
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r
discharge hoses
P -intake
P dewatering pump � hose
flow
intake hose flow
Ile
sediment dike clean water dike sump -hole
_ '- .. - -' - � yr pa❑oI
(12" to 18" dee
�--� work area 2' dia)
ae.villd discharge length not to exct'ed
onto a stable velocity that which can be
dissipator made of rip rap completed in one day
tar sandbags
STREAM DE -WATERING DETAIL
NO WORK SHALL BE PERFORMED DURING ELEVATED STREAM BASE FLOWS
. .,C- yN,
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PUMP -AROUND PUMP
Machine Components
�I -
r p
r a..
1. Prime Part: Fill the priming port to prime the pump.
2. Discharge Fitting: Connect the discharge hose to the discharge sitting.
3. Pump: The pump moves the liquid.
4, Suction Fitting: Connect the suction hose to the suction fitting.
5. Drain Port: Drain the liquid in the pump through the drain port.
6. Engine: The air-cooled
engine powers the pump.
DEWATERING PUMP
IN
4" SCHEDULE 40
PVC PIPE CAP
U
ANCHOR DISCHARGE END OF HOSE JOIN THREE 20' PIPE SECTIONS
WITH 60LB SAND BAGS WITH ADS "A" PROFILE COUPLER
60.00LF of 361N SEE DETAIL THIS SHEET
2' SANDBAG DIKE EXISTING STREAM BED H P (It
10', 4" SCHEDULE 40 PVC
PIPE WITH (60) 1.5" HOLES
C.7
0
0
561
0 4" SCHEDULE 40 FEMALE GLUE
ON JOINT TO MALE PIPE THREAD
ADAPTER (SEE IMAGE)
® 4" ALUMINUM CAMLOCK FITTING
MALE COUPLER TO FPT THREAD
ADAPTER (SEE IMAGE)
4" CAMLOCK FITTING MALE BARB X
FEMALE COUPLER THREAD
12"
PROPOSED CULVERT SECTION
NOTES:
PARTS ENDING W ITH "65" OR "61" DO NOT HAVE A GASKET.
PARTS ENDING WITH "66" OR "62" ARE THE PREMIUM
COUPLING SUPPLIED WITH A GASKET.
"PART 1211-11 FOR TWO
COUPLING DETAIL
0
NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
"A" PROFILE ST SPLIT COUPLER
10" - 60" DIAMETER
STAGE SINGLE WALL PIPE ONLY
REPRESENTS ATWp-PIECE LOUPING SUPPLIED
WITH SIX CABLES
NfL+P 'CLWLING lRdIJNt FF -E EtllyS,
HOLES PP00.A fl€0 FOR4rlsrrui THREF PIAiPC IACNII49 G�HLES
FL✓'s�'r+; LBCMING Gk9LE nES {P,.Rr rw u>a€a Izao-rac} rr EnO
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rooves ❑noMoco iN cGUPuwc nim
TIGI-rfE2l SECUq EI_v NO PIPE �°•
A
PROPOSED PUMP AROUND SYSTEM
approved
77�clewatering device
stream
I-
diversion
W J
(D W � H
V) Z H Z U) � ~
O a IY O=� �� m p
d W N a w Q (n ��
PROPOSED HP 36" PIPE � W W C)� Q ~ or- I—
2 1— Q Q (-D� O
t 4" BASE FLOW m� V<-2 Z0LU � U
m
w � z z
FILL PIPE WITH V)Q >_ z a- � � O 1---
O
STREAM BED MATERIAL Z Z 0� Z N 3� 00
TO EXISTING STREAM BED _O 2 � Q � � � � 15; �
ELEVATION w p a H p Q Q p W
LU a U m m Z U) 00
Z 0 C/)z m
12" 0 J O
Z
N Mq- to CO ti M 07 �
K¢•• CARo ,
\ O • ..SSI 9L jam:/
= SEAL =
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��GINEER7� W
pumps
1
r
discharge hoses
P -intake
P dewatering pump � hose
flow
intake hose flow
Ile
sediment dike clean water dike sump -hole
_ '- .. - -' - � yr pa❑oI
(12" to 18" dee
�--� work area 2' dia)
ae.villd discharge length not to exct'ed
onto a stable velocity that which can be
dissipator made of rip rap completed in one day
tar sandbags
STREAM DE -WATERING DETAIL
NO WORK SHALL BE PERFORMED DURING ELEVATED STREAM BASE FLOWS
. .,C- yN,
SNORTH cn
o
CD
CAROLINA n
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p � � M 1-M p
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NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
"A" PROFILE ST SPLIT COUPLER
10" - 60" DIAMETER
STAGE SINGLE WALL PIPE ONLY
REPRESENTS ATWp-PIECE LOUPING SUPPLIED
WITH SIX CABLES
NfL+P 'CLWLING lRdIJNt FF -E EtllyS,
HOLES PP00.A fl€0 FOR4rlsrrui THREF PIAiPC IACNII49 G�HLES
FL✓'s�'r+; LBCMING Gk9LE nES {P,.Rr rw u>a€a Izao-rac} rr EnO
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rooves ❑noMoco iN cGUPuwc nim
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PROPOSED PUMP AROUND SYSTEM
approved
77�clewatering device
stream
I-
diversion
W J
(D W � H
V) Z H Z U) � ~
O a IY O=� �� m p
d W N a w Q (n ��
PROPOSED HP 36" PIPE � W W C)� Q ~ or- I—
2 1— Q Q (-D� O
t 4" BASE FLOW m� V<-2 Z0LU � U
m
w � z z
FILL PIPE WITH V)Q >_ z a- � � O 1---
O
STREAM BED MATERIAL Z Z 0� Z N 3� 00
TO EXISTING STREAM BED _O 2 � Q � � � � 15; �
ELEVATION w p a H p Q Q p W
LU a U m m Z U) 00
Z 0 C/)z m
12" 0 J O
Z
N Mq- to CO ti M 07 �
K¢•• CARo ,
\ O • ..SSI 9L jam:/
= SEAL =
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��GINEER7� W
pumps
1
r
discharge hoses
P -intake
P dewatering pump � hose
flow
intake hose flow
Ile
sediment dike clean water dike sump -hole
_ '- .. - -' - � yr pa❑oI
(12" to 18" dee
�--� work area 2' dia)
ae.villd discharge length not to exct'ed
onto a stable velocity that which can be
dissipator made of rip rap completed in one day
tar sandbags
STREAM DE -WATERING DETAIL
NO WORK SHALL BE PERFORMED DURING ELEVATED STREAM BASE FLOWS
. .,C- yN,
SNORTH cn
o
CD
CAROLINA n
� O
p � � M 1-M p
m � in ai N J)M M NM
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C,r)
pumps
1
r
discharge hoses
P -intake
P dewatering pump � hose
flow
intake hose flow
Ile
sediment dike clean water dike sump -hole
_ '- .. - -' - � yr pa❑oI
(12" to 18" dee
�--� work area 2' dia)
ae.villd discharge length not to exct'ed
onto a stable velocity that which can be
dissipator made of rip rap completed in one day
tar sandbags
STREAM DE -WATERING DETAIL
NO WORK SHALL BE PERFORMED DURING ELEVATED STREAM BASE FLOWS
. .,C- yN,
SNORTH cn
o
CD
CAROLINA n
� O
p � � M 1-M p
m � in ai N J)M M NM
co O U GO fV �
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Site Photographs

SITE PHOTOGRAPHS 10.31.2018 

Wetland 1 

Stream 1 
SITE PHOTOGRAPHS 10.31.2018 

Wetland 3 

Stream 4 

Attachment A: Preliminary Jurisdictional Determination Request

Jurisdictional Determination Request
Version: May 2017
Page 1

This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELDOFFICES
US ArmyCorps of Engineers
151 Patton Avenue,Room 208
Asheville, North Carolina28801-5006
GeneralNumber: [phone]
Fax Number: [phone]
RALEIGHREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina27587
GeneralNumber: [phone]
Fax Number: [phone]
WASHINGTONREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
2407 West Fifth Street
Washington, North Carolina27889
GeneralNumber: [phone]
Fax Number: [phone]
WILMINGTONREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
GeneralNumber:910-251-4633
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D – PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Propertyowner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
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 also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Jurisdictional Determination Request
Version: May 2017
Page 2
A. PARCEL INFORMATION
Street Address: _______________________________________________
City, State: _______________________________________________
County:
Parcel Index Number(s) (PIN):
B. REQUESTORINFORMATION
Name:
Mailing Address:
_________________________________________
Telephone Number: _________________________________________
Electronic Mail Address: ________________________________________
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant
1
Interested Buyer or Under Contract to Purchase
Other, please explain. ________________________________________
__________________________________________________________
C. PROPERTY OWNER INFORMATION
2
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
_______________________________________________________________________________________________________________________
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
542 Padgettown Rd
Black Mountain, NC
Buncombe
0619-69-9836; 0619-69-7618
R. Clement Riddle
32 Clayton Street
Asheville, NC 28801
828-698-9800
[e-mail]
BP Black Mountain 1 LLC
275 Grove St. Suite 2-400
Auburndale, MA 02466
843-732-3455
[e-mail]
✔
Jurisdictional Determination Request
Version: May 2017
Page 3

D. PROPERTY ACCESS CERTIFICATION
3,4
By signing below, I authorize representatives of the Wilmington District,U.S.Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: Owner Authorized Agent5
Date
Signature
E. REASON FOR JD REQUEST:(Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources underCorpsauthority.
I intendto construct/develop a project or perform activities on this parcelwhich may
require authorization from the Corps, andthe JDwould beusedto avoid and minimize
impacts tojurisdictional aquatic resources and as aninitialstep in a future permitting
process.
I intendto construct/develop a project or perform activities on this parcelwhich may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intendto construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
Other:___________________________________________________________________
_______________________________________________________________________
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
See Attached
✔
Jurisdictional Determination Request
Version: May 2017
Page 4

F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be “waters of the United States” or “navigable waters of the United States”on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional “waters of
the United States”. PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
“preliminary” in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional “waters of the United States” or “navigable waters of the United
States” are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other “affected
party” (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
Size of Property or Review Area acres.
The property boundary (or review area boundary) is clearly physically marked on the site.
10.1
✔
✔
✔
✔
Jurisdictional Determination Request
Version: May 2017
Page 5

H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude: ______________________
Longitude: ______________________
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
ƒNorth Arrow
ƒGraphical Scale
ƒBoundary of Review Area
ƒDate
ƒLocation of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
ƒJurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
ƒJurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
ƒIsolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non-jurisdictional (i.e.
“Isolated”, “No Significant Nexus”, or “Upland Feature”). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
ƒWetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
____________________________________________________________________________
6 Please refer to the guidance document titled “Survey Standards for Jurisdictional Determinations” to ensure that the
supplied map meets the necessary mapping standards.http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Jurisdiction/
35.62782
-82.31066
✔
✔
✔
Jurisdictional Determination Request
Version: May 2017
Page 6

Completed appropriate Jurisdictional Determination form
x PJDs,please complete a Preliminary Jurisdictional Determination Form7 and include the
Aquatic Resource Table
x AJDs, please complete an Approved Jurisdictional Determination Form
8
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
_____________________________________________________________________________
7 www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL_08-02_App_A_Prelim_JD_Form_fillable.pdf
8 Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose:The information thatyouprovide will beusedinevaluating your request to determine
whether thereareany aquatic resources within the project areasubjecttofederaljurisdictionunder the regulatory
authorities referencedabove.
RoutineUses:Thisinformation maybeshared with theDepartmentof Justice andotherfederal, state,and local
government agencies, and the public,andmaybe made available aspartof a public notice as required byfederal
law. Your nameandproperty location wherefederal jurisdiction is to bedetermined will beincluded in the
approved jurisdictional determination (AJD),which will bemade available tothe public on the District's website
andontheHeadquartersUSAGEwebsite.
Disclosure:Submission ofrequested information is voluntary; however, ifinformation is notprovided, the
requestforanAJD cannot beevaluatednorcananAJD be issued.
✔
✔
✔
✔
✔
✔
✔

Attachment B: Threatened and Endangered Species Data

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A.REPORT COMPLETION DATE FOR PJD:
B.NAME AND ADDRESS OF PERSON REQUESTING PJD:
C.DISTRICT OFFICE, FILE NAME, AND NUMBER:
D.PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: County/parish/borough: City:
Center coordinates of site (lat/long in degree decimal format):
Lat.:Long.:
Universal Transverse Mercator:
Name of nearest waterbody:
E.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH “MAY BE”SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non-wetland
waters)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e., Section
404 or Section 10/404)
(see attached)
5.20.2019
See Agent Authorization
Wilmington District
NC
35.62782 -82.31066
NAD83
Swannanoa River
10.31.2018
Padgettown Road Subdivision  
BP Black Mountain 1  
French Broad River Basin 
Buncombe County, NC 
CEC Project #948 

TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY 
JURISDICTION 

Site 
Number 
Latitude 
(decimal 
degrees) 
Longitude 
(decimal 
degrees)  
Estimated amount of 
aquatic resource in 
review area (acreage and 
linear feet) 
Type of 
aquatic 
resource 
Geographic 
authority to which 
the aquatic resource 
"may be" subject  
W1  35.6285  ‐82.3098 0.030 Wetland 404 
W2  35.6283  ‐82.3098 0.009 Wetland 404 
W3  35.6282  ‐82.31 0.103 Wetland 404 
W4  35.628  ‐82.31 0.011 Wetland 404 
W5  35.6278  ‐82.31 0.023 Wetland 404 
W6  35.6276  ‐82.3099 0.002 Wetland 404 
W7  35.6274  ‐82.3099 0.011 Wetland 404 
S1  35.628  ‐82.3099 536 Non‐Wetland  404 
S2  35.6283  ‐82.3099 84 Non‐Wetland  404 
S4  35.6281  ‐82.3099 13 Non‐Wetland  404 
S5  35.6275  ‐82.3074 597 Non‐Wetland  404 

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring “pre-
construction notification” (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant’s acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit)or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or toprovideanofficial
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there “may be” waters of the U.S. and/or that there “may be”navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑� U.S. Geological Survey map(s). Cite scale & quad name: Montreat Quad, 1:24,000
0 Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
X FEMA/FIRM maps: 371006190J & 371007100J effective 1/6/2010
❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: Q Aerial (Name & Date): NCCGIA 2015
or 0 Other (Name & Date): Site photos 10/31/2018
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessaril
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
k, &2a
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

Project/Site:Sampling Date:
Applicant/Owner:State: Sampling Point:
Investigator(s):
Landform (hillside, terrace, etc.):
Subregion (LRR or MLRA): Lat: Long:
Soil Map Unit Name:
X
Are Vegetation X , Soil , or Hydrology Yes X
Are Vegetation , Soil , or Hydrology
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
No
No X X
No X
Yes X
Yes X
Yes X X
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B16)
Dry-Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Secondary Indicators (minimum of two required)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC-Neutral Test (D5)
Inundation Visible on Aerial Imagery (B7)
Water-Stained Leaves (B9)
Aquatic Fauna (B13)
Algal Mat or Crust (B4)
Wetland Hydrology Present?
Stunted or Stressed Plants (D1)

NoYes
Is the Sampled Area
Vegetation is disturbed, sample taken ad edge of fallow field.
HYDROLOGY
Yes
Yes
Yes
Hydric Soil Present?
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Nowithin a Wetland? Yes
No
No
Water Table Present?
Remarks:
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Depth (inches):
Depth (inches):
Depth (inches):
No
Saturation Present?
(includes capillary fringe)
City/County:Padgettown Road Subdivision Buncombe
Upland
10-31-2018
BP Black Mountain 1 LLC NC
WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region
No
Section, Township, Range: Black MountainAlea Tuttle, Britten Yant
convexhillside
Datum: NAD83-82.3106635.62782LRR N, MLRA 130B
N/ANWI classification:FrA- French Loam
Slope (%):Local relief (concave, convex, none):
Surface Water Present?
Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.)
significantly disturbed?
naturally problematic?
Are “Normal Circumstances” present?
(If needed, explain any answers in Remarks.)
Remarks:
Field Observations:
True Aquatic Plants (B14)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Iron Deposits (B5)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Sampling Point:
(Plot size:
1.
2.
3.
4.
5.
6.(A/B)
7.
50% of total cover: 20% of total cover: x 1 =
Sapling/Shrub Stratum (Plot size:x 2 =
1.x 3 =
2.x 4 =
3.x 5 =
4.Column Totals: (B)
5.
6.
7.
8.
9.
4 - Morphological Adaptations1 (Provide supporting
50% of total cover: 20% of total cover:
Herb Stratum (Plot size:X
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover:20% of total cover:
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
50% of total cover: 20% of total cover:Yes38
=Total Cover75
Celastrus orbiculatus
70 Yes
No
FACU
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation Disturbed, at edge of fallow field
)
=Total Cover
FACU
FACU
Yes
15
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
VEGETATION (Four Strata)– Use scientific names of plants.
10
FACU
6
10
368
Multiply by:
0
3.72Prevalence Index = B/A =
0
Prevalence Index worksheet:
Total % Cover of:
2
92
(A)
(B)
(A)
FACUNo
5
25
12
Daucus carota
Eutrochium purpureum
2
2
Definitions of Four Vegetation Strata:
Woody Vine – All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present?
FACU
UPL
=Total Cover
Herb – All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
)
Lonicera japonica
23
Andropogon virginicus
No
No
Yes
No
5
FAC2
10
Rubus argutus
2Agrimonia sp.
Miscanthus sinensis 10
10
Alnus serrulata
Tree Stratum
)
=Total Cover
Juglans nigra
)
Indicator
Status
Dominant
Species?
Yes OBL
OBL species
FACW species
FAC species
5
Sapling/Shrub – Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
1Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Absolute
% Cover
25.0%
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 - Prevalence Index is ≤3.01
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation1 (Explain)
No
Upland
1
4
FACU species
UPL species
Hydrophytic Vegetation Indicators:
10
394
2
106
Total Number of Dominant
Species Across All Strata:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Depth (inches):X
Sampling Point:
Yes
Restrictive Layer (if observed):
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Hydric Soil Present?
Type:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Loc2
Loamy/Clayey98 C
Color (moist)
Matrix
2.5Y 4/3 10YR 4/40-12
UplandSOIL
Type1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Redox FeaturesDepth
(inches) Color (moist)Remarks
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix.
%%
Faint redox concentrations
Texture
2M
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Mucky Mineral (S1)
Sandy Redox (S5)
Stripped Matrix (S6)
Iron-Manganese Masses (F12) (LRR N,Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Sandy Gleyed Matrix (S4)MLRA 136)
Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148)
No
Hydric Soil Indicators:
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Redox Dark Surface (F6)
Redox Depressions (F8)
Loamy Mucky Mineral (F1) (MLRA 136)
Depleted Matrix (F3)
Depleted Dark Surface (F7)
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
Indicators for Problematic Hydric Soils3:
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (F22)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
2 cm Muck (A10) (LRR N)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Project/Site:Sampling Date:
Applicant/Owner:State: Sampling Point:
Investigator(s):
Landform (hillside, terrace, etc.):
Subregion (LRR or MLRA): Lat: Long:
Soil Map Unit Name:
X
Are Vegetation X , Soil , or Hydrology Yes X
Are Vegetation , Soil , or Hydrology
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
No
XNo X
XNo
X X
XX
X
Yes X
Yes X
Yes X X
Local relief (concave, convex, none):
Surface Water Present?
Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.)
significantly disturbed?
naturally problematic?
Are “Normal Circumstances” present?
(If needed, explain any answers in Remarks.)
Remarks:
Field Observations:
True Aquatic Plants (B14)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Iron Deposits (B5)
City/County:Padgettown Road Subdivision Buncombe
Wetland 1
10-31-2018
BP Black Mountain 1 LLC NC
WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region
No
Section, Township, Range: Black MountainAlea Tuttle, Britten Yant
concavevalley bottom
Datum: NAD83-82.3106635.62782LRR N, MLRA 130B
N/ANWI classification:DrB- Dillard Loam
Slope (%):
Remarks:
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
0
0
Depth (inches):
Depth (inches):
Depth (inches):
No
Saturation Present?
(includes capillary fringe)

NoYes
1
Is the Sampled Area
Vegetation is disturbed, dominated by non-native invasive plants, hydrophitic plants not observed.
HYDROLOGY
Yes
Yes
Yes
Hydric Soil Present?
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Nowithin a Wetland? Yes
No
No
Water Table Present?
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC-Neutral Test (D5)
Inundation Visible on Aerial Imagery (B7)
Water-Stained Leaves (B9)
Aquatic Fauna (B13)
Algal Mat or Crust (B4)
Wetland Hydrology Present?
Stunted or Stressed Plants (D1)
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B16)
Dry-Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Secondary Indicators (minimum of two required)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Sampling Point:
(Plot size:
1.
2.
3.
4.
5.
6.(A/B)
50% of total cover: 20% of total cover:
Sapling Stratum (Plot size:x 1 =
1.x 2 =
2.x 3 =
3.x 4 =
4.x 5 =
5.Column Totals: (B)
6.
50% of total cover: 20% of total cover:
Shrub Stratum (Plot size:
1.
2.4 - Morphological Adaptations1 (Provide supporting
3.
4.
5.
6.
50% of total cover: 20% of total cover:
Herb Stratum (Plot size:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
50% of total cover: 20% of total cover:
=Total Cover
Hydrophytic
Vegetation
Present? Yes No
)
)
Tree – Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling – Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
=Total Cover
=Total Cover
)
Shrub - Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
=Total Cover Definitions of Five Vegetation Strata:
Problematic Hydrophytic Vegetation1 (Explain)
data in Remarks or on a separate sheet)
)
1Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is ≤3.01
Hydrophytic Vegetation Indicators:
Multiply by:
FACW species
Prevalence Index = B/A =
UPL species
FAC species
Prevalence Index worksheet:=Total Cover
OBL species
FACU species
(A)
Total % Cover of:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
(B)
(A)
Total Number of Dominant
Species Across All Strata:
Remarks: (Include photo numbers here or on a separate sheet.)
Herb – All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody Vine – All woody vines, regardless of height.
VEGETATION (Five Strata)– Use scientific names of plants.Wetland 1
Tree Stratum )
Absolute
% Cover
Dominant
Species?
Indicator
Status Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
X
X
X
Depth (inches):X
Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148)
No
Hydric Soil Indicators:
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Redox Dark Surface (F6)
Redox Depressions (F8)
Loamy Mucky Mineral (F1) (MLRA 136)
Depleted Matrix (F3)
Depleted Dark Surface (F7)
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
Indicators for Problematic Hydric Soils3:
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (F22)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Mucky Mineral (S1)
Sandy Redox (S5)
Stripped Matrix (S6)
Iron-Manganese Masses (F12) (LRR N,Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Sandy Gleyed Matrix (S4)MLRA 136)
%
Distinct redox concentrations
Texture
5M
Wetland 1SOIL
Type1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Redox FeaturesDepth
(inches) Color (moist)Remarks
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix.
%
Matrix
10YR 3/1 10YR 3/40-12
Loc2
Mucky Loam/Clay95 C
Color (moist)
Sampling Point:
Yes
Restrictive Layer (if observed):
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Hydric Soil Present?
Type:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 1,000 2,000500
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
Site Vicinity Map
Figure 1
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 500 1,000250
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
USGS Topographic Map
Montreat Quad
Figure 2
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Project Boundary
32 Clayton Street
Asheville, North Carolina 28801
Aerial Map
NCCGIA (2015)
Figure 3
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
FrA
FaC2DrBUrBBkD2
TaC
FnB
FnD
Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Project Boundary
Soil
BkD2 - Braddock clay loam
DrB - Dillard loam
FaC2 - Fannin-Lauada complex
FnB; FnD - Fannin-Lauada-Urban land complex
FrA - French loam
TaC - Tate loam
UrB - Unison-Urban land complex
32 Clayton Street
Asheville, North Carolina 28801
USDA Soil Map
Figure 4
Buncombe County,
North Carolina
Drawn by: BWY 5-15-19; CEC Project# 948
Project Boundary
^_
^_
W7S3W3
W1
W5
W4
W2
W6
S4S1S2Padgettown Road Subdivision (+/- 10.1 AC)
Ü
0 200 400100
Feet
Legend
Stream
Culvert
^_Data Point
Wetland
Linear Wetland
Project Boundary
Contours (4ft)
32 Clayton Street
Asheville, North Carolina 28801
Stream and Wetland
Delineation Map
Delineated October 31, 2018
Figure 5
Buncombe County,
North Carolina
Drawn by: AKT 5.20.2019; CEC Project# 948
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimble mapping grade Global Positioning System (GPS) and the subsequent
differential correction of that data. GPS points may demonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, they have not been surveyed. Although ClearWater Environmental
Consultants, Inc. (CEC) is confident in our assessment, the US Army Corps of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters of the US
delineations. Therefore, all preliminary determinations are subject to change until written verification is obtained. CEC strongly recommends that written verification be obtained from the Corps prior to
closing on the property, beginning any site work, or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is for informational purposes only and should not be used to determine precise
boundaries, roadways, property boundary lines, nor legal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data:
Project Boundary: Buncombe County GIS
Topo: Buncombe County
Wetland (AC) Stream (LF)
W1 0.030 S1 536
W2 0.009 S2 84
W3 0.103 S3 13
W4 0.011 S4 597
W5 0.023
W6 0.002
W7 0.011
Total 0.188 Total 1,230
Potentially Jurisdictional Water