20180135 Ver 1_401 Application_20180118

McGill
A S S O C I A T E S 2 0 1 8 0 1 3 5
January 18, 2018 LD_
2 5 2018
Mr. David Brown J
US Army Corps of Engineers R RES p URCE,;
Asheville Regulatory Field Office T3N
151 Patton Avenue. Room 208
Asheville, North Carolina 28801-5006
RE: Village of Wildflowers
Pre -Construction Notification, NWP #18, #29
Henderson County, North Carolina
Dear Mr. Brown:
On behalf of our client, The Resource Group, LLC, please find the enclosed Pre -Construction
Notification (PCN) application for the referenced project dated January 18, 2018. The purpose of the
project is to develop new lots and make road improvements within an existing development. NWP #'s 18
and 39 are requested to complete the proposed work. Please see the attached copy in the PCN
application.
A copy of the PCN application is being provided to each the North Carolina Department of
Environmental Quality, Division of Water Resources, the North Carolina Wildlife Resource Commission,
and the United States Fish and Wildlife Service. Four copies and the required $240 fee is being sent to
the NCDEQ, Division of Water Resources. McGill Associates, P.A. is the Authorized Agent (form
included) and should be copied on all project correspondence. Please let us know if you have any
questions or comments.
Sincerely,
MCGILL ASSOCIATES, P.A.
jv-
JON SWAIM
Environmental Specialist II
cc: Mr. Michael T. McCann — President and CEO, The Resource Group, LLC
Mr. Ed Williams —Asheville Regional Office - NCDWR
Ms. Andrea Leslie - North Carolina Wildlife Resources Commission
Mr. Byron Hamstead - United States Fish and Wildlife Service
Mr. Brad Johnson, PE, Project Engineer - McGill Associates, P.A.
L \Pro j ects\2017\ 17.00122
Environrnental • Planning • Finance
McGill Associates. P.A. • 468New Market Blvd. Ste. B, Boone, North Carolina 28607
Office: [phone] • Fax: [phone]

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Village of Wildflowers Development
January 10, 2018
Page 1 of 15
NWP #29 PCN Application
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
Section 404 Permit El Section 10 Permit
FZ
1 b.
Specify Nationwide Permit (NWP) number: 29 and 18 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
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® 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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Village of Wildflowers
2b.
County:
Henderson
2c.
Nearest municipality / town:
Flat Rock
2d.
Subdivision name:
Village of Wildflowers
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Simple Life -Hendersonville, LLLP
3b.
Deed Book and Page No.
DB 003087 P 00167
3c.
Responsible Party (for LLC if
applicable):
Michael McCann
3d.
Street address:
135 2nd Avenue North, Ste. 3
3e.
City, state, zip.
Jacksonville Beach, Florida 32250
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
[e-mail]
Village of Wildflowers Development
January 10, 2018
Page 1 of 15
NWP #29 PCN Application

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:
John C. Vilas
5b. Business name
(if applicable):
McGill Associates, P.A.
5c. Street address:
468 New Market Blvd. Ste B
5d. City, state, zip:
Boone, NC 28607
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 2 of 15

B. Project information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1017663
1b. Site coordinates (in decimal degrees):
Latitude: 35.299200 Longitude: -82.396655
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
24.56
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Dunn Creek
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
Utaer French Broad (06010105)
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 3 of 15

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 24.56 acre project site is located along Orchard Rd in Flat Rock Henderson County. NC (see Location Map). The
site has existed as a mobile home and/or park model home development since the late 1980's or early 1990's. The
previous owners had financial difficulties in the mid to late 2000's and the property changed hands numerous times
before it was acquired by the Applicant The Village of Wildflowers is an existing development with developed and
undeveloped lots The site contains a clubhouse swimming pool and other amenities. There are roughly 6.000 feet of
existing roads in the development that provide access to about 138 "tiny home" or park model home lots Apprximately
890 linear feet of Dunn Creek runs through the center of the property, there are two existing bridges over Dunn Ck. Two
ponds and four wetland units have also been delineated (See Study Area Map). There is mapped floodplain on the site
associated with Dunn Ck.
The land uses surrounding the Project Site are mostly agricultural and residential with some commercial.
3b. List the total estimated acreage of all existing wetlands on the property:
Total: 1.69 acres (AW: 0.26 acres BW: 0.29 acres. CW: 0.01 acres. DW: 0.03 acres. Pond 1: 0.6 acres. Pond 2: 0.5
acres)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
890 linear feet of Dunn Creek
3d. Explain the purpose of the proposed project:
The purpose of the Project is to develop new lots and make road improvements within the existing development.
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 4 of 15

3e. Describe the overall project in detail, including the type of equipment to be used:
The Village of Wildflowers Development project includes lot development and road improvements in three areas: The
Highlands The Grove and The Meadows (See Site Master Plan). In The Hiahlands. proposed work consists of dearina
and regrading 1.8 acres for new lot development and 600 linear feet of paved road to access the new lots There are no
jurisdictional waters in this area and no proposed 404/401 impacts.
The Grove area is about 1.4 acres that is currently undeveloped woods and mowed crass The proposed plan is to
construct an approximate 200 foot -long road and cul-de-sac to serve 12 new lots Averaae lot size is about 01 acres
The Grove is bordered by wetland AW to the north and Dunn Ck. to the south with wetland BW in the central and western
portion No impacts to either wetland AW or Dunn Ck are proposed however approximately 0.081 acres of wetland BW
are proposed to be filled to create two lots The remainder of wetland BW will be undisturbed. The proposed wetland
impacts in this area will occur outside of the 100 year flood zone. The Applicant seeks authorization for these proposed
impacts under a NWP-29.
The Meadows includes about 6.2 acres of open mostly mowed grassed area that was partially developed in the past
The area contains about 1400 feet of existing paved drive and about 600 feet of gravel drive as well. There is an existing
jurisdictional pond that is fed in part by wetland CW the pond drains off-site to the west into UT -Dunn Ck The proposed
plan is to eliminate one existino bridge over Dunn Ck. and modify the existina road to create an new entrance from South
Orchard Road 51 'Tiny Home' lots are proposed in the area No impacts are proposed to the existing pond but all of
wetland CW will be impacted by a proposed french drain pipina and fill to facilitate lot development and drainaae Total
wetland impact in this area will be approximately 0.009 acres All of wetland CW is located inside the 100 year flood zone
The Applicant seeks authorization for these impacts under NWP-18
Erosion Control and Stormwater plans will be submitted to Henderson County for approval prior to beoinnina work A
floodplain development permit will also be coordinated with Henderson County for proposed work in mapped floodplain
areas A 30' veaetated stream buffer will be maintained for all proposed development
Typical construction excavation equipment will be used including a trackhoe. backhoe. bulldozer and dump truck.
Followina completion of grading disturbed areas will be stabilized with temporary erosion control seed and over -seeded
with permanent around cover in accordance with the approved erosion control plans.
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 5 of 15

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?
Comments: Scott Jones with the U.S. Army Coms of
Engineers met with John Vilas of McGill Associates on-site
® Yes ❑ No ❑ Unknown
to perform a jurisdictional verification on October 20, 2017.
Preliminary approval was determined.
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): Emily Morris
Agency/Consultant Company: McGill Associates, P.A.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
December 19. 2017
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. This
the 1990's (maybe earlier) by a previous owner but ownership
property was developed as a manufactured home park in
chanaed numerous times durino recession that oricinal
developer could not be determined.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 6 of 15

C. Proposed Impacts Inventory
1. Impacts Summary
la. 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
W1 ®P ❑ T
Fill
Riparian
depression
® Yes
❑ No
® Corps 404
® DWQ
.083
forested
W2 ®P ❑ T
Fill, French Drain,
Herbaceous
❑ Yes
® Corps 404
.009
Grading
emergent
® No
® DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W6 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
.092
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.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S4 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 7 of 15

3h. Total stream and tributary impacts
3i. Comments:
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)
01 []PEI T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. 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
Flooded
P1
P2
6f. 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:
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 8 of 15

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.
❑ Neuse
El Tar -Pamlico F1 Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
re uired?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 9 of 15

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Total wetland impacts have been minimized to less than a tenth of an acre for this project, additional stream impacts have
been avoided through construction of a new entrance to South Orchard Rd. and the planned removal of an existina
bridae over Dunn Ck This bridae would have reauired substantial uparades that would have impacted the stream and
floodplain Impacts to wetland BW were minimized by eliminating at least one lot in the Grove area.
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion controls and prompt stabilization of disturbed areas will minimize likelihood of sediment loss to waters Contractor
will be reauired to dewater wetland CW prior to installing french drain and filing. Dewatering measures must trap any
sediment on site and discharoe must be non-erosive.
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
El 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
Quantity
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 10 of 15

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:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ 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:
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 11 of 15

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
18.32% existing and 22.5%
proposed
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Total site impervious is with proposed
improvements is less than 24% and does not include areas of concentrated development Coordination with Henderson
County is on-going but the indication is that no stormwater management plan will be required
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Henderson County
® Phase II
❑ NSW
3b.
Which of the following locally-implemented stormwater management programs
F1 USMP❑
apply (check all that apply):
Water Supply Watershed
❑ Other: None
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a.
Which of the following state-implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
® Other: None
4b.
Has the approved Stormwater Management Plan with proof of approval been
Yes No
attached?
6.
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 12 of 15

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® 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
❑ 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
El Yes El 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
There is an existina private waste water collection system on the site which will be expanded to serve all the proposed
new lots This system connects to an existing private pump station that is connected to the public system operated by
Hendersonville
There is existina capacity in all existina system components to handle the proposed new flow.
Page 13 of 15

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 ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
httr)s://ecos.fws.gov/ioac/location/index
USFWS IPAC auery listed 11 threatened or endangered species that may occur in the proposed proiect area and/or may
be affected by the proposed project There is no suitable habitat to support Glvptemvs muhlenberaii. Glaucomvs
sabrinus coloratus Mvotis arisescens Sagittaria fasciculate or Sanacenia rubra ssp. Jonesii in the proposed project
area The followina species could occur on the proposed project site but were not found during site visits: Isotria
medeo/oides Helomas bullata Bombus afnis and Sisyrinchium dichotomum. The proposed oroiect area is outside of
the critical habitat for Alasmidonta raveneliana and there are no proposed stream impacts. The proiect area is outside of
the mapped known Mvotis septentrionalis maternity trees or hibernation sites accordina to the USFWS.
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?
NOAA Essential Fish Habitat Mapper: http://www.habitat.noaa.gov/protection/efh/efhmar)per/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://ais.ncdcr.aov/hpoweb/
The closest historical or archaeolooical resource (HN 1258 Saint John the Baptist Episcopal Church) is approximately
2,975 linear feet from the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: McGill Associates has coordinated with Henderson County on the
proposed work within the floodplain All required permits and/or studies will be completed prior to any around disturbina
activities within the floodplain.
8c. What source(s) did you use to make the floodplain determination?
http://fris nc aov/fris/Index aspx?FIPS=021&ST=NC&user-General%20Public
John C. Was
11:;RL, OVW Vt L43
1/18/2018
r
Applicant/Agent's Printed Name
li U ent's Signature
Date
Village of Wildflowers Development 41NWP #29 PCN Application
January 10, 2018
Page 14 of 15

(Agents signature is valid only if an authorization letter from the applicant
isprovided.)
Village of Wildflowers Development NWP #29 PCN Application
January 10, 2018
Page 15 of 15

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0 0.25 0.5 0.75 1
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VILLAGE OF WILDFLOWERS
LOCATION MAP
McGill
PROJECT #
17.00122
HENDERSON COUNTY,
A S S O C I ATE S
APRIL 18, 2017
NORTH CAROLINA
ENVIRONMENTAL SERVICES
46XVIAMARKLI'NLVO 6ftN BO ONL Nk!X60' I'111e2a13X6'192n

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IMP
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35° le 11'N
35° 1745N
3 Soil Map—Henderson County, North Carolina 3:
372800 372900 373000 373100 37320D 373,900
3 3
Map Sde: 1:3,900 f printed on A portait (8.5" x 11") sheet.
-Meters
N 0 50 100 200 300
Few
0 150 300 600 900
Map projection: Wpb Mery Corner 000rdinates: WC1S84 Edge tips: UTM Zane 17N V G
USDA Natural Resources Web Soil Survey 9/21/2017
WM Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 1611" N
35' 174SN

MAP LEGEND
Area of Interest (AOI)
F Area of Interest (AOI)
Solis
Soil Map—Henderson County, North Carolina
MAP INFORMATION
Soil Map Unit Polygons
The soil surveys that comprise your AOI were mapped at
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
V
Blowout
Very Stony Spot
Borrow Pit
x
Clay Spot
C.
Closed Depression
Enlargement of maps beyond the scale of mapping can cause
Gravel Pit
„
Gravelly Spot
misunderstanding of the detail of mapping and accuracy of soil
Landfill
j.
Lava Flow
line placement. The maps do not show the small areas of
Marsh or swamp
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
scale.
Rock Outcrop
Saline Spot
Sandy Spot
�.
Severely Eroded Spot
Sinkhole
sz
Slide or Slip
+-f+
Sodic Spot
Soil Map—Henderson County, North Carolina
MAP INFORMATION
USDA Natural Resources Web Soil Survey 9/21/2017
Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Q
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
p
Other
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
.-
Special Line Features
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
+-f+
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
.v
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Henderson County, North Carolina
Survey Area Data: Version 16, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 19, 2015—Mar
15, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/21/2017
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Henderson County, North Carolina
Map Unit Legend
Henderson County, North Carolina (NC089)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
BaB
Bradson gravelly loom, 2 to 7
percent slopes
12.5
26.1%
BaC
Bradson gravelly loam, 7 to 15
percent slopes
Delano (dillard) loam, 2 to 7
percent slopes
Hatboro loam
0.1
7.8
0.3%
16.3%
36.1%
DeB
He
17.3
HyC
HyE
Hayesville loam, 7 to 15
percent slopes
Hayesville loam, 15 to 25
percent slopes
2.5
7.7
5.2%
16.0%
Totals for Area of Interest
48.0
100.0%
llspp Natural Resources Web Soil Survey 9121/2017
ii Conservation Service National Cooperative Soil Survey Page 3 of 3

Village of Wildflowers Floodplain
January 3, 2018 1:3,275
0 0.0275 0.055 0.11 mi
0.0425 0.085 0.17 km
Soun s: Esri HERE. DeLorme, USGS, InImerap, INCREMENT P, NRCan, Esn
Japan, MET]. Esri Chna(Hong Kong). Evi Korea Earl (Thai@rid ) MapnVindia,
NG CC, ®OpenStreet Map contributors, mdthe GIS User Commirity
2018

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FILE NAME:
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ENGINEERING• PLANNING•FINANCE
ASREVILIE,NC28801 PH.[phone] FIRM LICENSENC-045'
HENDERSONVILLE COUNTY, NORTH CAROLINA
558ROADSMEL'r

GENERAL EROSION CONTROL NOTES
IPOATED MNRCH,3011
1. FINISH GRADE TOLERANCES SHALL EAS NOtm IN THE SPEOFICATIONS. THE ENGINEER MAY
CHANCES MAKE GRACE CES AS REQUED
IRN THE REND WITHOUT AFFECTING TIE UNIT BID PRICE
FOR UNOLASNED EXCAVATION.
I UNLESS OTHERWISE STARED. ALL Fu AREAS SHALL E CINSTRUCIFD IN LAYERS OF B' MAW"
THICg M MIH WATER ADDED OR SOL CONOTOND To THE OVA" MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SMEEPIS FOOT ROLLER TO A COMPACTION
EQUAL TO OR OEAIM THAN 9511 (ICOR IN THE TOP Y OF THE RIB GRADE BELOW ROADWAYS APO
PARKING LOTS) OF THE Cllr OBrABED BY COMPACING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WIN THE STANDARD PROCTOR METHOD OF MOST RTE -DENSITY RELATIONSHIP TEST.
ASTM 0696 OR AASHTO-99 UNLESS SPECFED N OTHER SPEOF'ICATIONS.
S ELATE AREA TO E GRADED SHALL E CLEARED AND GR4WM. NO RLL SINAL BE PLACED ON
ANY AREA NOT CLEARED AND CN/ED.
4, ALL MEASURES EROSION CONTROL. MEAne INUA I) BY THE GRAONM G PLSTALL BE PF3EFCUED
TRICK To GRADING, CLEARING OR GFAMB . ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.. SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL E REMOVED AT THE COMPLETION OF INS PROJECT ONLY ON THE ENOICFEYS
APPROVAL PAYMENT SENA E CONSIDERED INCIDENTAL, TO CLEARING AND ORUBENr, F GANG
IFE LIFE OF THE PROJECT, A STORM CAUSES 9DL ER09ON WHICH CHANGES FINISH GRADES OR
CAEAIES •OULIJES' AND 'WANED AREAS', TENSE SHALL BE RWALIND AT HI E%IRA COST. AND
ALL SILT =WNL OFF O' SHE PROJECT RTE dNm A0.Nm1T NIROPORr SHALL E REIOVFD AS
INEC70 BY NEE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL AREAE TO ANT
APPROVED EROSION CONTROL PIANS WHETHER INDICATED N THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERNAL
A CLEARING AND GRUBBING W'AS1E9 SMALL BE REMOVED FROM THE SE AND PROPERLY
DISPOSED W BY THE CONTRACTOR AT MS EXPENSE. UNLESS SPECIFIED OTHERWISE
B. SGA WASTES TO E REMOVED. SUCH AS SDEWA KS. CURBS, PAVEMENT, ETC.. MUST E
PLACED N SPECIFIC DISPOSAL MEAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SFE AS RECLINEDBY M SPEOFICAIIONS THIS MATERAL SHALL HAVE A MINIMUM COVER
OF Y. THE CONTRACTOR SHALL MARIAN SPECIFIED COMPACTION REQUIREMENTS N THESE
AREASS HOW DISPOSAL RIES ARE NOT PROVIDED . THE CONTRACTOR SENA REMOVE MS
WASTE FROM THE STE AND PROPERLY DISPOSE OF IT AT HIS DENSE.
C. ABANDONED UTILITIES SUCH AS CILVEM WATER RPE. HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC. SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY. OR COMPANY HAVING JIMWCICN. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY. SALVAE. REUSE, SELL OR .TOE FOR HIS OWN LIE ANY ABANDONED UMUTY,
HE MUST PRESET TO THE OWNER WII77EN PERM SIGN FROM THE UTILITY INVOLVED.
D. IF ON 97E BONING IS AN ACCEPTABLE METIOD OF DISPOSING OF FLAMMABLE WASTES AND
WHEN BUM" S MIICPAIED. THE CONTRACTOR SHALL E E9 4"ME FOR OBTAINING ALL
NECESSARY FIRMS. AND MEETING GOVERNING CCEA THE CONTRACTOR BIWL NOTIFY
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BIIRINIO
AFTER BURNING IS CDEPLEI®, PLANE ASH MAY E OSPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL E COMPOSED, OF AS SPECIFIED N 'B'
ABOVE. THE CONTRACTOR SHALL NOT HOLD INP WORK PROCESS FOR THE PURPOSE OF
WAITING FOR A '&MIMING DAY.
6, N THE EVENT E DESOV6 OROINDINATER OR SPROM ARE ENCOUNIIEiED WINN THE UMTS OF
CONSTRUCTION. THE CONTRACTOR SMALL SMALL NECESSARY UNDER DRAINS AND STONE
AS DRECFEI BY THE ENGINEER. ALL WORK SHALL E PAID BRED UPON UNIT IDS,
UNDER SPECIFIED OTHERWISE -
7 IE CONTRACTOR S ESPGf9lJ= FDR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCEM WHETHER HE PEAFORIa THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
L THE CONTRACTOR SHALL CONTROL ALL 'OUST' BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL
TINES FOR PROPERTY OWNERS WITHIN SNE PROJECT AREA AND FOR EMERGENCY VF11N2ES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SMALL E CLEARLY MARKED IN ACCORDANCE WITH THE
94=CATIGRS.
9. ALL AREAS MBE THERE IS EIPOM DOT SHALL E SEEDED. PENTIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE Po AMEG SURFACE SHALL E TO OWE AID SMOOTH.
FREE OF ALL ROOD LARGER THAN Y. DOIIPMENT TAROKS, DART CLADS, BUMP& RIDGES AND
GOUGES POOR TO S O MO: THE SURFACE SHALL E LOOSENED TO A W11H OF S4'-6' TO
ACCEPT GAD, THE CONTRACTOR 94ALL NOT PROCEED ON SEWING OPERATIONS WMICUT FIRST
OBTAI TNG THE ENGEM APPROVAL Or THE GRADED SURFACE. ALL SEEDING SMALL BE
PE ILIUM BY A MECHMNCAL'11YGR0-SEOER'. HAD SEEDING 94ALL E AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER.
10. WMEUE SPECIFIED. $TOM DRAM PPE SHALL E WMGAIM METAL PPE (CMP) CONFORMING TO
AASHTO M-38, 1111H TIE-ROLIID EDS TO ACCONIODAE COIIR LCAT COUPLING RANDS 11' HPE
SHALL E 16 GUIDE, 24' AND 30' PIPE SHALL E 14 GLARE AND 36' PPE AND OVER SHALL E
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SMALL CONFORM TO NCI OT 1032-3
FOR PLAN PPE OR 1032-4 (A) FOR BIT M NOUS COATED AND PARTIALLY PAVED PPE DIMPLE BANDS
SHALL NOT E USED.
MERE SPECIFIED. STORM GRAIN PPE SMALL E ETRIRCED OM40WM APE (RCP) C FOMM TO
AASHTO M-170, AS CONTAMD IN MCOOT STANDARD SPECIFICATION 1032-9 FOR WALL 'B' TIRE
040E SPECIFIED. ALL SIM DRAIN PIPE SHALL E HIGH DENSITY PDLYETHYLEE (HDPE). SMOOTH
WALL N70WP WIN RATER TILT JOKM BACKFUJEO WITH IF 57 WASHED STOW UP TO TML E OVER
THE TOP OF THE PIPE. HDPE PPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
'RANCOR TUE SEA' OR APPROVED EQUAL
ALL CORRUGATED META STOW DRAM PIPE (CMP) SHALL E ALUMINIZED TYPE 2 fOONGAIED STEEL
MANFAC7UED N ACCORDANCE WN M REQUIREMENTS OF AASHTO U -31L WE PPE SHALL E
MANUFACTURED FROM &L% NIID SIM TWE 2 MATERIAL COMFGRMNG TO BE REOMFEMENTS OF
ALAS HT0 M-274. ALL PPE 94NL E FURNISHED WITH TIE -ROLLED ENDS AND SHALL E JOINED WITH
HUOGER WANDS. THE USE OF DIMPLE BM" WILL NOT BE ALLOWED. PIPE THROUGH 24' DIAMETER
SHALL E1S GAMIN PPE THOUGH 42' DIAMETER SHALL E 14 GAI RPE THROUGH 54• DIAMETER
SMALL BE 12 GAUGE.
it. CONTRACTOR SHALL %MrY ALL ELEVATORS BEFORE INSTALLATION OF FACT IIM
12. CATCH BASINS CA$r-IN-RACE SNAIL CONFORM TO THE REQUIREMENTS OF IDDOT STANDARD
SPECIFICATIONS FOR ROADS ANO sTiL1CTUREs (utE$T EENr1011)) ARTCIE$ 840-1 IWOUGH 840-1
KXIRB I6ET U1T21 BASIN SHN.L CONFORM 7O NICDOT STANbAIRD OETALS 64LGR
THOUGH 640.04. DROP NAZIS SMALL CONFORM TO STANDARD DETAL 84014 JUNCTION
BOWES SHALL CONFORM TO STANDARD DETAIL 640.3t
a CURB IINET FRAME. GRATE AND HOOD SHALL IE NEE/AH R -3233D, ADDUCTS BY DEWEY BMS..
U.S. FIXRDRY OR EQUAL CROP NET FRAME AND DRAT: SHALL E NEENAH R -3339A Olt EQUAL
RED NET CUM 94ALL CONFORM TO MOODY STANDARD DETAIL 540.04. OEHNG FACING UPS7REAM.
14. CONCRETE AND MASONRY SHALL MINT THE REQUIREMENTS OF APPROPRIATE SECTOR OF MCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRICTURES (LATEST EDITION} CONNCMEIE 9NlL
E CLASS A OR B. 4000 PSI MINIMUM, MEETTHE REQUIREMENTS OF SECTION 1000.
CON51RUCTED IN ACCORDANCE wTH SECTION 825. MASOPW STALL MEET THE REOAREAEFIS
OF SECTION 1040, CONSTRUCTED N ACCORDANCE WAIN SECTION AM AND/Ot 834.
11 TOPS OF PROPOSED FRAMES Aro GRATES SHALL BE FLUSH M111 FINISHED GRADE.
16. TNDA.L PE CYST CO CEIE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS
&nDOI$
EC NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES u
NPDES GROUND COVER STABILIZATION TABLE {MDATlOMAROM7547 w
MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT 0 H z
THIS DOCUMENT CONTAINS M MAOI SDIURS Or M REA77NLFHEVISm MORTAL CARBLAA OW9GR Q WATER PMUfY (pRpT CONSIAYCNGR OEIOfAL d Py
PERMIT (MCp01) REIII EMPHASIS PLACED OM THOS E7DIDR8 TW IFFER FIIOY THE PREVIOUS PONT M"AtION ON AUGUST OL 2010. SINGE M
9AOMRP UST BEDW CANNOT COMON EVERT dANNE TIE COMPLETE PERMIT SHOULD E USED ro A56UE FULL
RIPIBIEINTAIMM GENERAL ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH
SEE : M�/IbN1M� •4Pew/P Mha/P•/�U•^
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL WAllr (NCOEQ). OIWNON (7
OF ENERGY, MINERAL, AND LAND RESOURCES (OEYLR), LAND QUALITY SECTOR. TIE FDILOWINC 04 X.
1) GROUND STABILIZATION • CONSTRUCTION SEQUENCE SHALL 8E COMPl1ED WITH WALL WORK. •"1
t. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE Ol " A Z
TIC YAAOR
CHANGE N T1[ PeSYT TROY M PREVIOUS ONE S N[ SHORTEN TIMq ro APPLY GROIRNO LTi
AREA srAEIIAMU SUCH AS OJM WILT STRAW Olt GRASSES. THE NO RULES AND LAWS IELATIG TO ME COPY OF THE 'EROSION AND SEDIMENT CONTROL APPROVAL' FROM THE NORTH CAROLINA DEPARTMENT
RDUDIT ACT IEDLME N POST PIAOi. COMM STABILIZATION WTHN M DAYS, BARD GR IE NEW OF ENVIRONMENTAL QUALITY (MCDEO). ENW904 OF ENERGY, MINERAL, AND LAND RESOURCES (DOUR), O e'
PERIMENER SINALES EPA EpUEYENa AND aMann' WOW VIIX A PERMIT ADVSORT GRDIP, L7K THE D1VBIDN AND DIVISION OF LAND QUALITY. OR THE LOCAL AUIHOPoZED PROGRAM. THE APPROVE. N0710E MUST BE d fl
EPAnMEP^•EO PERMIT, NOW C04ANS R� 7E WFO GROUND CONN WTWR 14. AND IN SOME AVAILABLE ON-SITE DURING ALL GRADING AND CONSTRUCTION ACTTATIM YS (n
CONTROLMEASURES AS REQUIRED BY THE NORTH CAROLINA OEPAR (i
�. nse�enor n �aNs
tlTISE$ AND�BLOPFJ TOM'S 1101E
IIOM ouAIrrr WATER
• 'ERMTaNS OF TME WIT E ~"BY INE R mnm "HOWTV "M ON
%"TO" OR ON" 2TE-PTCJ1t Womm RNAT MARE COMAJANl RPRACINJIBLL'
(EC710N ILO( M))
21 BUILDING WASTES KAMJNG
NO PANT GR UQUD WASES N STREAM ON STOIN GROW
DEDICATED AREAS FOR EMOUBOL OGNRRUCROM AMD ORES W1AS= MUST E LOCATED
W FROM SIM DRAM AND STAEANS UNLESS ■O IMASMARE ALIUMATKS AVAILABLE
WARDEN-MAIFRAL STOCU11ES MUST E LOCATED SO' FROM 170101
• AD SIRILAYS UNIUMIS NO REASONABLE 1LLMANARM AVARABLE
FcawtlEE NAWAAi WET E mNBLBLNa ro AVOD
• fOMdCf WITH BIRFACE 90,70111, WEBJIDS, AL1 BIIFiERS
3) DISCHARGM TO FEDERALLY -LISTED WATERS
• AWUIEWI776
ARE
SAE K N THE PIEMOME PFIYTf.
11EPEN/f ASTONS RFDUCI1pN FTUM THE 20 ACE ANNA IF ITE URECroIt
• OF DRO OEE10NES IIAT OAHU MPS PROVIDED EQUIVALENT NWOlEC110E
SOME NEE LY MEGAN DEOUFI UMlS
• SM ANN DAM AND INSPECTION AVER Or MIN EVENT
ISPEC6616 ARE ONLY E.OIAIED MOM 'NORMAL BUSINESS NOURS'
0 PECUM EROR II MUST E AVALABI.E ON-SITE MONO BLMWdS
•
HOURS UNIES A SITE-PCCFIC IRWROM S APPW)VM
• REOOAD{ MUST E KEPT PON 3 YEWS AND AVAILABLE UPON REGIAM
EECTRGICALLY-AVAIWLE RECORDS MAY E SLWnW D UNDER
• ERTEN CaN10lllOa
S) WPLESSENTATION OF NEW F CONDITIONS
PAOR2.M PENITIED UIOER THE NENCUS PENT CAN COINNE
• TD FOLLOW M PAEWdI LT-PWTID OONNIICS
COMES' APPUCAIOS RECEIVED POW TO AU01ST W 2011 CAN
• YONOW CONNUTOMR b APPROWD AaACASOM.
APPLICATIONS REMOVED AFTER AUGUST 07. 2011 MUST COMPLY
•
WITH NEW PEYT CONDITIONS
6) CONDITIONS N EROSION t "WENT CONTROL PLANS
DESIGNATOR ON INE AAS MESE DHE 7 NO N DAY GROUND
STOILQATOM PIMMOM OF IE WOO PERMIT ALLY
EESOMTIOM ON THE PLANTS WIDE MSN NUT COMPLY WIN TIE
fUIRMCC-NTOMWL RBOBbiOla p T! APES P-RBT IAC LDCA1m.
• N UFA" FOR THE EM PLAN ro SAIEFY THE COOIONS O THE CONSTRUCTION GENERAL PETER.
IT MUST IDENTIFY AM" WHERE THE ROAD STABILIZATION IEOAIENEWM APTLY AND 1HE LOCATION
OF THE SAM VIEW THE WWAE-IATDRAWML RETUENENM APPLY.
71 BUILDING WASTES HANDLING
• NO PAINT OR LOUD WAMM IN IRAEAM OR BRYAN DRAMS
DEDICATID S R OCAUHNIN, COIUIBLOM AI
DTID GLAIR WASHES LOCATED SO'
• FROM STOWN ASMRPOAND $MANS UN JOS NO REASONABLE ALTERNATIVES AVAILABLE
EJFtTgFMAIE IAL STOCKPILES LOCATED W FROM 57OM
• AND STREWS TINES NO IEASONABE ALTEINATIVES AVAILABLE,
MOCK MATERIALS MUST E CONININU D W AVOID
• CONTACT IRAN SURFACE WATRS, WETLANDS OR 9NFFBIS
B) SEDIMENT BASIN$
• OUTLET STRUCTURES W157 WI GRAW FROM SAW SURFACE ANDS
ORAPL E AREA R LER THAN 1 AGE.
LIE ONLY HIO -APPROVED FLOCCU ANR
TEMPORARY SEEDING SPECIFICATION
SEESP�EC6 E RATE (b/aae)
RYE (Oral,) 120
SEEDING DATES.
AUG 15 TO DEC 30
FAMENOMENM
OLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 lb/m CROIAND AGRICULTURAL, LIMESTONE AND
750 bac 10-1G-10 FERTNZER.
MULCH:
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING
A/DISK W/TBLADES LASER NEARLY STRAIGHT CAN BE USED
AS A MILLION ANCHORING TOOL
MANTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED.
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWBG EROSION
OR OTHER DAMAGE.
CUT/FTLL SLOPES SEEDING SPECFCATIONS - STEEPER THAN 3.1
SEDNG 1IOCTURE:
SPECES RATEII6/aae)
TALL FESCUE
SWITCHCRASS AND
KOBE LESAETDEZA PARTRIDGE PEA MIX 0
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15. ADD 101blac GERMAN MILLET
OR 15 b NJDANUGR PRIOR TO MAY i OR AFTER AUG 15,
GRASSES I� LATE (SUMMER ANDMAY BE OVERSEEDE THHECLESPENOEAL TO ZAS THE
IN MARCH.
SEEDING DATES
ST POSS
AUGE25 - SEPT 15 AUG IBLE OCT 25
FEB 15 - MM 20 FEB 1 - ARIL 15
�LLYDUM�//D FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY
b/a�0-i0-7GROUND AGR. IURAL LIMESTONE AND
MULCH:
APPLY 4000 b/Oc GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHT4&INNG I/ ASPHALABLE T,T, RROOVING OR NETTING. ANCHOR
TTTTNGG IS 'THEY
PREFERKED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR. RE -FERTILIZE N THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED. RE -FERTILIZE. RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH /OPEN AREA 21FICAIM
SEEDING MIXTURE //
STALL PECIES FESCUE RAW20 (Bati/1000 Np h)
NURSE PLANTS: _ MILLET
ORBETWEEN5 w SLID AU 13�QU 10 TO MAY I OR AFTER AUG 15.
ADD 40 b/ae RYE (OWN).
SOL AMENDMENTS
LINE AND FERTILIZE ACCORDING 70 SOIL PLY
rAPPLYac GROUND A TUM LIMESTONE AND TEST.50 lbOR /
ac
c FERTILIZER
MALLOW:
USE 01ANNEL URM MATERIAL 70 COVER THE BOTTOM OF DITCHES.
ME LAMING SHOULD EXTDD ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL NDE SLOPES ABOVE THE HEIGHT. AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/DC
GRAIN STRAW AND ANCHOR STRAW BY STAPLING W TNG OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE MERE THEY CAN CLOG DRAINAGE DEVICES
MAINTENANCE:
INSPECTER
DING M SOIILRTESTS�OR ROPEY 1L50 lb/- 1100-110-10 FFERTTL12LATE 2EERR
(3 6/1000 W N), MOW REGULARLY TO A HEIGHT OF 2' TO 4'.
2 ENVIRONMENTAL -
QUALITY. DIVISION OF ENERGY. MINERAL, AND LAND RESOURCES, LAND QUALITY
I OF
SECTION.
NOTE: ALL UTILITY INSTALLATION MINN 25' OF A RIVER OR SFRFAM BANK SHALL BE INSTALLED PER
STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY
N AREAS NOTED AS STREAM PROTECTION MEAS. SILT FENCE N THESE AREAS SHALL NOT BE
INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT
CLEARANCE ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE
AND OD RECOMMENDATIONS CONCEWANG WORK IN TROUT WATERS.)
4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CfiALY TE 25' BUFFER FOR STREAMS
WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING
CONSTRUCTION.
S. OBTAIN CERTIFICATE
OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESEMAIM OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES. LAND QUAUTY SECTION.
S. CONSTRUCTION SHALL BE WHITED TO 20DW OF CONTIGUCUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS,
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABIUZATICN OF THAT SECTION
ANOTHER 20OW SECTION CAN BE CONSTRUCTED AND STABILIZED.
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH WLVER75 WILL BE USED AND FOOTERS
WILL BE CONSTRUCTED IN UMMSTIR13ED BANKS AWAY FROM THE STREAM FLOW.
B. PROCEED WITH GRADING, CLEARING AND GRUMN& NOTE NO OFF NTE DISPOSAL OF MATERIA IS
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK
IMMEDIATELY UPON COMPLETION OF SLOPE STAINUZATEON.
10 ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EOUIPMENT DURING CONSTRUCTION SHALL BE
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE STALL E
ALLOWED FOR EQUIPMENT CROSSINGS.
11. SEED AND MULCH DENUDED AREA WITHIN TIME FRMS SPECIFIED (SEE TABLE). SEED AND SOL
AMENDMENTS SHALL E PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYOROSEEDER.
LRE 4,ODO LBS
FEIFTL12ER (10-10-10) I,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED MEAS ONLY)
OR
CREEPING RED FESCUE 1GO LBS (NATURAL AREAS AND SFREAMBANES)
STRAW MULCH SUMMER 60-80 BALES
ADD TO THE ABOVE.
E
GERMAN MILLET (SETARIA ITAUCA) 40 LOS
SMALL -ME NED SUDAN CRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER S®PIG ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALS) 120 LBS
IF NYOROSEDINO, WOOD CELLULOSE MAY BE USED IN ADUrnCN TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACE.
ALL SEEDING STALL BE MAINTAINED, WATERED ETC... UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABLISHED OVER ALL DISTURBED MEAS FOR ALL SLOPES 2.1 OLP 51 OR ADD TO THE MOVE:
PURGE LIVE S® SWITCHIGRASS 4 LBS
BROWIROP MALLET OR PEARL MILLET (PFNMSETUM GLAUCUM) B LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2.1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING,
NATIVE SEEDING:
THE CORRECT SEEDBED PH IS 5.3 TO B.S.
APPLY ZERO NITROGEN AT PLANING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOL/R00T ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER (SEATS}
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT EGAMAGRASS (TRIPSUACUM DACTYRDES) NEED TO BE
1/4' - 1/2'. GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REWIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A
NO-11LL DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEE) FLOW
AND PICICER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIK FOR STREAM OR RNERBAW STABILIZATION
SEEDING FOR STREAM OR RIVERBARC STABILIZATION SHALL E A MIXTURE OF NAITIAL GRASSES, PLANTS
AND TREES, NATIVE PLANT M% SHALL INCLUDE THE FOLLOWING:
GRASSES - BIO BWESTEM (ANDROPOGAR GEAARDIJ DOWN GRASS (SORGASIRUM MUTANS), LITTLE
BLUESTEM
(SCIIZACHYINUM SCOPARKSI} SWITCHGRASS (PANICUM VNCA7IM). 15 LHS/ACRE EACH
AUGUST THRU MAY - GREENRYE (S)CALE CERFALE) 25 LBS/ACRE EACH
MAY 1 TRU AUGUST - MILLET (PENNNSFTUM GLLAUWM) 25 LBS/ACRE
EACH
TREES - MILKY DOGWOOD (CORNUS AMONUMI SILKY WILLOW (SAUX SOMEA). HAZEL ALDER (ALJIUS
SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MO VARIATIONS SHALL E APPROVED BY ENGINEER
NOTE.' NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12 MAINTAIN SGL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
11 REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND GUAUTY SECTION.
14. REMOVE SOL EROSION CONTROL MEASURES AND STABILIZE THESE MEAS
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•
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• REOOAD{ MUST E KEPT PON 3 YEWS AND AVAILABLE UPON REGIAM
EECTRGICALLY-AVAIWLE RECORDS MAY E SLWnW D UNDER
• ERTEN CaN10lllOa
S) WPLESSENTATION OF NEW F CONDITIONS
PAOR2.M PENITIED UIOER THE NENCUS PENT CAN COINNE
• TD FOLLOW M PAEWdI LT-PWTID OONNIICS
COMES' APPUCAIOS RECEIVED POW TO AU01ST W 2011 CAN
• YONOW CONNUTOMR b APPROWD AaACASOM.
APPLICATIONS REMOVED AFTER AUGUST 07. 2011 MUST COMPLY
•
WITH NEW PEYT CONDITIONS
6) CONDITIONS N EROSION t "WENT CONTROL PLANS
DESIGNATOR ON INE AAS MESE DHE 7 NO N DAY GROUND
STOILQATOM PIMMOM OF IE WOO PERMIT ALLY
EESOMTIOM ON THE PLANTS WIDE MSN NUT COMPLY WIN TIE
fUIRMCC-NTOMWL RBOBbiOla p T! APES P-RBT IAC LDCA1m.
• N UFA" FOR THE EM PLAN ro SAIEFY THE COOIONS O THE CONSTRUCTION GENERAL PETER.
IT MUST IDENTIFY AM" WHERE THE ROAD STABILIZATION IEOAIENEWM APTLY AND 1HE LOCATION
OF THE SAM VIEW THE WWAE-IATDRAWML RETUENENM APPLY.
71 BUILDING WASTES HANDLING
• NO PAINT OR LOUD WAMM IN IRAEAM OR BRYAN DRAMS
DEDICATID S R OCAUHNIN, COIUIBLOM AI
DTID GLAIR WASHES LOCATED SO'
• FROM STOWN ASMRPOAND $MANS UN JOS NO REASONABLE ALTERNATIVES AVAILABLE
EJFtTgFMAIE IAL STOCKPILES LOCATED W FROM 57OM
• AND STREWS TINES NO IEASONABE ALTEINATIVES AVAILABLE,
MOCK MATERIALS MUST E CONININU D W AVOID
• CONTACT IRAN SURFACE WATRS, WETLANDS OR 9NFFBIS
B) SEDIMENT BASIN$
• OUTLET STRUCTURES W157 WI GRAW FROM SAW SURFACE ANDS
ORAPL E AREA R LER THAN 1 AGE.
LIE ONLY HIO -APPROVED FLOCCU ANR
TEMPORARY SEEDING SPECIFICATION
SEESP�EC6 E RATE (b/aae)
RYE (Oral,) 120
SEEDING DATES.
AUG 15 TO DEC 30
FAMENOMENM
OLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 lb/m CROIAND AGRICULTURAL, LIMESTONE AND
750 bac 10-1G-10 FERTNZER.
MULCH:
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING
A/DISK W/TBLADES LASER NEARLY STRAIGHT CAN BE USED
AS A MILLION ANCHORING TOOL
MANTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED.
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWBG EROSION
OR OTHER DAMAGE.
CUT/FTLL SLOPES SEEDING SPECFCATIONS - STEEPER THAN 3.1
SEDNG 1IOCTURE:
SPECES RATEII6/aae)
TALL FESCUE
SWITCHCRASS AND
KOBE LESAETDEZA PARTRIDGE PEA MIX 0
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15. ADD 101blac GERMAN MILLET
OR 15 b NJDANUGR PRIOR TO MAY i OR AFTER AUG 15,
GRASSES I� LATE (SUMMER ANDMAY BE OVERSEEDE THHECLESPENOEAL TO ZAS THE
IN MARCH.
SEEDING DATES
ST POSS
AUGE25 - SEPT 15 AUG IBLE OCT 25
FEB 15 - MM 20 FEB 1 - ARIL 15
�LLYDUM�//D FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY
b/a�0-i0-7GROUND AGR. IURAL LIMESTONE AND
MULCH:
APPLY 4000 b/Oc GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHT4&INNG I/ ASPHALABLE T,T, RROOVING OR NETTING. ANCHOR
TTTTNGG IS 'THEY
PREFERKED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR. RE -FERTILIZE N THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED. RE -FERTILIZE. RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH /OPEN AREA 21FICAIM
SEEDING MIXTURE //
STALL PECIES FESCUE RAW20 (Bati/1000 Np h)
NURSE PLANTS: _ MILLET
ORBETWEEN5 w SLID AU 13�QU 10 TO MAY I OR AFTER AUG 15.
ADD 40 b/ae RYE (OWN).
SOL AMENDMENTS
LINE AND FERTILIZE ACCORDING 70 SOIL PLY
rAPPLYac GROUND A TUM LIMESTONE AND TEST.50 lbOR /
ac
c FERTILIZER
MALLOW:
USE 01ANNEL URM MATERIAL 70 COVER THE BOTTOM OF DITCHES.
ME LAMING SHOULD EXTDD ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL NDE SLOPES ABOVE THE HEIGHT. AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/DC
GRAIN STRAW AND ANCHOR STRAW BY STAPLING W TNG OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE MERE THEY CAN CLOG DRAINAGE DEVICES
MAINTENANCE:
INSPECTER
DING M SOIILRTESTS�OR ROPEY 1L50 lb/- 1100-110-10 FFERTTL12LATE 2EERR
(3 6/1000 W N), MOW REGULARLY TO A HEIGHT OF 2' TO 4'.
2 ENVIRONMENTAL -
QUALITY. DIVISION OF ENERGY. MINERAL, AND LAND RESOURCES, LAND QUALITY
I OF
SECTION.
NOTE: ALL UTILITY INSTALLATION MINN 25' OF A RIVER OR SFRFAM BANK SHALL BE INSTALLED PER
STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY
N AREAS NOTED AS STREAM PROTECTION MEAS. SILT FENCE N THESE AREAS SHALL NOT BE
INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT
CLEARANCE ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE
AND OD RECOMMENDATIONS CONCEWANG WORK IN TROUT WATERS.)
4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CfiALY TE 25' BUFFER FOR STREAMS
WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING
CONSTRUCTION.
S. OBTAIN CERTIFICATE
OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESEMAIM OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES. LAND QUAUTY SECTION.
S. CONSTRUCTION SHALL BE WHITED TO 20DW OF CONTIGUCUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS,
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABIUZATICN OF THAT SECTION
ANOTHER 20OW SECTION CAN BE CONSTRUCTED AND STABILIZED.
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH WLVER75 WILL BE USED AND FOOTERS
WILL BE CONSTRUCTED IN UMMSTIR13ED BANKS AWAY FROM THE STREAM FLOW.
B. PROCEED WITH GRADING, CLEARING AND GRUMN& NOTE NO OFF NTE DISPOSAL OF MATERIA IS
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK
IMMEDIATELY UPON COMPLETION OF SLOPE STAINUZATEON.
10 ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EOUIPMENT DURING CONSTRUCTION SHALL BE
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE STALL E
ALLOWED FOR EQUIPMENT CROSSINGS.
11. SEED AND MULCH DENUDED AREA WITHIN TIME FRMS SPECIFIED (SEE TABLE). SEED AND SOL
AMENDMENTS SHALL E PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYOROSEEDER.
LRE 4,ODO LBS
FEIFTL12ER (10-10-10) I,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED MEAS ONLY)
OR
CREEPING RED FESCUE 1GO LBS (NATURAL AREAS AND SFREAMBANES)
STRAW MULCH SUMMER 60-80 BALES
ADD TO THE ABOVE.
E
GERMAN MILLET (SETARIA ITAUCA) 40 LOS
SMALL -ME NED SUDAN CRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER S®PIG ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALS) 120 LBS
IF NYOROSEDINO, WOOD CELLULOSE MAY BE USED IN ADUrnCN TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACE.
ALL SEEDING STALL BE MAINTAINED, WATERED ETC... UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABLISHED OVER ALL DISTURBED MEAS FOR ALL SLOPES 2.1 OLP 51 OR ADD TO THE MOVE:
PURGE LIVE S® SWITCHIGRASS 4 LBS
BROWIROP MALLET OR PEARL MILLET (PFNMSETUM GLAUCUM) B LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2.1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING,
NATIVE SEEDING:
THE CORRECT SEEDBED PH IS 5.3 TO B.S.
APPLY ZERO NITROGEN AT PLANING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOL/R00T ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER (SEATS}
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT EGAMAGRASS (TRIPSUACUM DACTYRDES) NEED TO BE
1/4' - 1/2'. GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REWIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A
NO-11LL DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEE) FLOW
AND PICICER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIK FOR STREAM OR RNERBAW STABILIZATION
SEEDING FOR STREAM OR RIVERBARC STABILIZATION SHALL E A MIXTURE OF NAITIAL GRASSES, PLANTS
AND TREES, NATIVE PLANT M% SHALL INCLUDE THE FOLLOWING:
GRASSES - BIO BWESTEM (ANDROPOGAR GEAARDIJ DOWN GRASS (SORGASIRUM MUTANS), LITTLE
BLUESTEM
(SCIIZACHYINUM SCOPARKSI} SWITCHGRASS (PANICUM VNCA7IM). 15 LHS/ACRE EACH
AUGUST THRU MAY - GREENRYE (S)CALE CERFALE) 25 LBS/ACRE EACH
MAY 1 TRU AUGUST - MILLET (PENNNSFTUM GLLAUWM) 25 LBS/ACRE
EACH
TREES - MILKY DOGWOOD (CORNUS AMONUMI SILKY WILLOW (SAUX SOMEA). HAZEL ALDER (ALJIUS
SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MO VARIATIONS SHALL E APPROVED BY ENGINEER
NOTE.' NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12 MAINTAIN SGL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
11 REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND GUAUTY SECTION.
14. REMOVE SOL EROSION CONTROL MEASURES AND STABILIZE THESE MEAS
V
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NOTES:
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1. A STMLUED PM OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
E ENTERING OR LEAVING A CONSTRUCTION SITE TO N FROM AN EDSTNG ROAD,
3. STONE TO BE r - O NCH WASHED STORE WALROM SA&LAST.
2
OG SHALL �AU�PREVENT
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AS COKOfTI0H/5 DEMAND AND REPAIR AND/OR CLEANOUT OF MY MEASUREY
USED TO TRAP SEDIMENT
4. ALL SEDIMENT SPILLED. DROPPED. WASHED OR TUCKED ORO PUBLIC STREETS
MUST E REMOVED MMEDATELY.
S. WHEN NECESSARY WHEELS MUST BE CLEAEDTEI REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC SIREET. WHEN WASHING IS R MUNIRM. R SHALL BE DOE N
AN AREA STABLrZ D WITH CRUSHED STONE MCH DRAINS ALTO AN APPROVED
M
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6. REFERENCE NCDEO LAND QUALITY SECTION DESIGN MANUAL 6.06.
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UPDATED MARCH. 1D17
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SHEET
C 502
NOT IOBCAUE

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW -2017-02552 County: Henderson U.S.G.S. Quad: Hendersonville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: The Resource Group, LLC, Attn.: Mike McCann
Address: 135 2nd Avenue North, Suite 3
Jacksonville Beach, FL 32250
Telephone Number: 904-242-9195, ext. 1005
Size (acres): 25 Nearest Town: Hendersonville
Nearest Waterway: Dunn Creek Coordinates: 35.2992 N. 82.3966 W
River Basin/ HUC: Upper French Broad (06010105)
Location description: The property is located on a tract of land (PIN 9588-61-8497) known as the Villages of
Wildflowers, west of S Orchard Road at the intersection of Orchard Road and Just Wandering Lane. in
Hendersonville, Henderson County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There are waters, including 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). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. 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.
_ There are wetlands on the above described property, 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). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property 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.
X There are waters of the U.S. including wetlands on the above described property 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.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA

jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . 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.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (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.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). if
you have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at 828-
271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached approved jurisdictional determination form.
D. Remarks:
The waters of the U.S., at this site, were verified on-site by the Corps on October 26, 2017 and are as approximately
depicted on the attached Study Area map (dated September 22, 2017) submitted by McGill Associates, P.A.
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. 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 1 OM 15
Atlanta, Georgia 30303-8801
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 February 17, 2018.
**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, �"F�-
David Brown
Issue Date of JD: December 19, 2017 Expiration Date: Five years from Issue Date
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
hqp:HcorpsmaRu.usace.army.mil/cm apex/Vp=136:4:0.
Copy furnished:
McGill Associates. P.A., John Vilas, 468 New Market Blvd., Suite B, Boone, NC 28601

Feature Description
Pond 1 and Pond 2 are open water wetlands. Pond
AW Jurisdictional wetland abutting Ditch 1
2 and CW directly abut UT -Dunn Creek (DC),
an Offsite jurisdictional stream (a RPV .
ew Jurisdictional wetland adjacent to Dunn Creek
_
Pond 1 and BW are adjacent to, but not directly
cW Jurisdictional wetland (spring and connection to Pond z) t
abutting DC They are neighboring DC and inside its
-
VIA100-year
floodplain. DW is a concave area along a
ITN Jurisdictional wedand abuaig Dunn Creek
-• '.
drainage ditch abutting DC.
^•.
A o _
Pond t 0.6 acre open eater wetland
~
Pond 2 0.5 acre open water wetland
-r
a.'
Ditch 1 482 linear foot ditch w/ wetland bottom abutting Dunn
'r
Creek
•a
Dunn Creek 890 linear foot Jurisdictional stream
U7 -Dunn Creek Offsite Jurisdictional stream
ti
Ditch
• ..
' �-
'
�• Pon d 1
DW - _
AW
t
.r
�
�-•
BW
;...
•i
Dunn Creek
T
Pond
2
�.`�
t,•, ori
. ttttt�
t
G
N
WQ A E
s
125 250 375 500
Feet
STUDY AREA
VILLAGE OF WILDFLOWERS
!
M Gil
PROJECT #!
! C
17.00122
HENDERSON COUNTY,
A S S O C I A T E S
SEPTEMBER 22, 2017
NORTH CAROLINA
ENVIRONMENTAL SERVICES
466\r.P'MAAKETaEMSTE.0, aedNE.NC 76617 t•II422Mj726.1920

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: The Resource Group, LI,C, Attn.: Mike File Number: SAW -2017-02552 Date: December 19, 2017
McCann _
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission,
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
HI PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at hgp://www usace anny milMiissions/CivilWorks/Re ug latoryProgramandPerTnits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain tenns and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David Brown
CESAD-PDO
151 Patton Avenue, Room 208
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 1OM15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportiumni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: David Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): December 19, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-A, SAW -2017-02552, The Villages of Wildflowers
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County/parish/borough: Henderson City: Hendersonville
Center coordinates of site (lat/long in degree decimal format): Latitude & Longitude in Decimal Degrees: 35.2992 N, 82.3966 W
Universal Transverse Mercator:
Name of nearest waterbody: Dunn Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows:
Name of watershed or Hydrologic Unit Code (HUC): Upper French Broad (06010105)
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: December 19, 2017
Field Determination. Date(s): October 26, 2017
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
E] Waters subject to the ebb and flow of the tide.
[l Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
I. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):
TNWs, including territorial seas
[] Wetlands adjacent to TNWs
® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
[] Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
El Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: 890 linear feet: width (ft) and/or acres.
Wetlands: 1.5 acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manuel
Elevation of established OHWM (if known)
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section Ill below.
: For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 1.4 square miles
Drainage area: 1.4 square miles
Average annual rainfall: 54.7 inches
Average annual snowfall: 8 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through 3 tributaries before entering TNW.
Project waters are 5-10 river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 2-5 aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5: Dunn Creek flows into Bat Fork, which flows into Mud Creek, and then flows into
French Broad River (TNW).
Tributary stream order, if known:
(b) General Tributary Characteristics (check all that apply):
A Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

Tributary is: ® Natural
❑ Artificial (man-made). Explain:
® Manipulated (man -altered). Explain: Likely straightened in past.
Tributary properties with respect to top of bank (estimate):
Average width: 15 feet
Average depth: 5 feet
Average side slopes: Yertieal (1:1 or less).
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ❑ Concrete
® Cobbles ® Gravel ❑ Muck
® Bedrock ❑ Vegetation. Type/%cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Eroded Bank.
Presence of run/riffle/pool complexes. Explain: Yes, run, riffle, pool sequences are present.
z
Tributary geometryR40trve�y:stratgll►
Tributary gradient (approximate average slope): 2 %
(c) Elow:
Tributary provides for: Seosanal -o�y
Estimate average number of flow events in review area/year Z0 (or greater.)
Describe flow regime: Dunn Creek is a perennial stream in the project area, with morphological characteristics
similar to other perennial streams in the area
Other information on duration and volume:
Surface flow is: Diseeeteand coi5ned. Characteristics: Strong base flow, continuous bed and bank.
Subsurface flow Unknown. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank
®
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
® shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
®
sediment sorting
® leaf litter disturbed or washed away
®
scour
® sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
®
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Water generally clear. Watershed charter tics consists of a mix of residential, commercial, roads, utility
right-of-ways, and forest land. About 2/3 of the watershed is forested, however impervious build-up in the
watershed and steep slopes make the system flashy and prone to downstream flooding and stream channel
problems. Water quality is good to moderate due to contaminants from surrounding agricultural and developed
areas. Stream contains fish, tolerant benthos, amphibians, and other aquatic organisms.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

Identify specific pollutants, if known: Sediment, petroleum products from road runoff, salts from road runoff,
nutrients, and agricultural chemicals.
(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): Variable 0 to >100' forested riparian corridor is found in
the vicinity of the project. Within the project site buffer is minimal (0-10') along both banks in the lower section on the
site and along the left bank in the upper section.
❑ Wetland fringe. Characteristics:
® Habitat for:
❑ Federally Listed species. Explain findings:
® Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: 0.8 acres
Wetland type. Explain: Palustrine Forested, open water, herbaceous.
Wetland quality. Explain: Wetland in floodplain in forested area in depression and adjacent to ditch is of good
quality.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Intermittent flow. Explain: Flow present from run-off over the site from the north
Surface flow is: Discrete
Characteristics: Strom runoff from surrounding land uses flows through wetlands before entering RPW.
Wetlands occasionally receives flood waters during high flow events in RPW...
Subsurface flow: Yes. Explain findings: Ponded water in depressions and in ditches recharge water table or
drains to RPW.
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
® Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection. Explain: Ditches drain wetlands directly to RPW.
® Ecological connection. Explain: Groundwater connection, portions of all wetlands in floodplain of RPW,
wetlands in flow path of storm water runoff to RPW.
® Separated by berm/barrier. Explain: Open water wetland separated from ditch by road.
(d) Proximity (Relationship) to TNW
Project wetlands are 5-10 river miles from TNW.
Project waters are 2-5 aerial (straight) miles from TNW.
Flow is from: Wetland to navigable waters.
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Water is clear in open water wetlands and brown in ditches, no visible contaminants.
Watershed consists of forested, residential, and agricultural areas.
Identify specific pollutants, if known: Sediment, storm water runoff.
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
® Vegetation type/percent cover. Explain: Herbaceous 30%, shrub 30%, trees 30%.
® Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
® Aquatic/wildlife diversity. Explain findings: Typical forest fauna.
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 6

Approximately 1.5 acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres)
AW- Y 0.03 Pond 1 - N 0.6
BW- N 0.29 Pond 2 - Y 0.5
Cry►+_ Y 0.01
DW- Y 0.03
Summarize overall biological, chemical and physical functions being performed: Wetland filters pollutants and
sediments from upland area, acting as water quality enhancement function.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section 111.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D: Wetland BW and Pond I (open water wetland) are adjacent to Dunn Creek (RPW) but do not directly abut.
They are neighboring Dunn Creek and are both located in the 100 -yr floodplain, runoff from surrounding land uses flows
through wetlands to RPW, runoff is trapped in wetland depressions and infiltrates into floodplain soils trapping pollutants
and recharging water table.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
0 TNWs: linear feet width (ft), Or, acres.
0 Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Dunn Creek exhibits indicators of ordinary high water marks (OHWM) including developed bed
and bank, scour, presence of aquatic life, presence of litter and debris, destruction of terrestrial vegetation, sediment

sorting and deposition, leaf litter washed away. Dunn Creek is depicted as a solid blue line on the USGS 7.5 minute
quadrangle map Hendersonville and the most current Natural Resource Conservation Service Soil Survey for
Henderson County. Solid blue line features on these mapping conventions typically represent perennial streams.
Perennial flow has been observed by Corps representatives during visits to the Hendersonville, North Carolina
vicinity.
Q Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 890 linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
0 Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Eg Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetlands in concave areas along drainage ditches that flow to tributary (wetlands AW,
CW, & DW, and Pond 2 (open water wetland) which flow into UT -Dunn Creek (off-site). These wetlands are
contiguous to RPWs that flow directly or indirectly into TNWs. Wetland hydrology is enhanced with abutting
RPWs via normal down gradient flows and periods of high water.
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0.57 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
JD Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.89 acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
El Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
[] Demonstrate that water is isolated with a nexus to commerce (see E below).
8Scc Footnote # 3.
v To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.

E. ISOLATED (INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
Q which are or could be used by interstate or foreign travelers for recreational or other purposes.
Hgr from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
El Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based jaig!y on the
"Migratory Bird Rule" (MSR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
(] Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
HLakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
El Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
El Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
t] Lakes/ponds: acres.
❑ Other non -wetland waters:
Wetlands: acres.
SECTION IV: DATA SOURCES.
acres. List type of aquatic resource:
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
CD Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: McGill Associates, P.A., submitted October 20
and November 8, 2017.
to Data sheets prepared/submitted by or on behalf of the applicant/consultant. McGill Associates, P.A., submitted October 20 and
November 8, 2017.
® Office concurs with data sheeWdelineation report.
❑ Office does not concur with data sheets/delineation report.
[] 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: Hendersonville.
USDA Natural Resources Conservation Service Soil Survey. Citation: Henderson County, NC
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Men►orandum Regarding CWA Act Jurisdiction Following Rapanos.

0 Photographs: ❑ Aerial (Name & Date): Google Earth, Oct. 2015; Nov. 2013; Oct. 2010; Mar. 2007; Jun. 2005; Mar. 1998;
Mar 1994.
or ❑ Other (Name & Date):
El Previous determination(s). File no. and date of response letter:
(] Applicable/supporting case law:
Applicable/supporting scientific literature:
El Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: The stream channel on the property is Dunn Creek, a relatively permanent
waters (RPW), which flows into Bat Fork (RPW), then into Mud Creek (RPW). Creek flows into the French Broad River,
traditionally navigable water (TNW) and designated Section 10 water downstream of Wilson Road Bridge in Brevard, North
Carolina. The French Broad River merges with the Holston River to form the Tennessee River. The Tennessee River flows into the
Ohio River then to the Mississippi River before entering the Gulf of Mexico.