20151085 Ver 1_401 Application_20151015

Elio
VJA
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
1 b. Specify Nationwide Permit (NWP) number: 42
1c. Has the NWP or GP number been verified by the Corps?
❑ Section 404 Permit ❑X Section 10 Permit
or General Permit (GP) number:
❑X Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 For the record only for DWQ
because written approval is not required? 401 Certification:
❑ Yes X❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
For the record only for Corps Permit:
❑ Yes ❑X No
❑ Yes ❑X No
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes
2.
Project Information
2a.
Name of project:
Etowah Boating Access Area
2b.
County:
Henderson
2c.
Nearest municipality / town:
Etowah
2d.
Subdivision name:
Etowah /Horseshoe
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Henderson County, a body politic and corporate
3b.
Deed Book and Page No.
Book: 1607 Page: 617
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
1 Historic Courthouse Square, Suite 1
3e.
City, state, zip:
Hendersonville, NC 28792
3f.
Telephone no.:
828 - 694 -6526
3g.
Fax no.:
828 - 697 -4536
3h.
Email address:
majones @hendersoncountync.org
Page 1 of 10
PCN Form — Version 1.4 January 2009
❑X No

4. Applicant Information (if different from owner)
4a. Applicant is: ❑X Agent ❑ Other, specify:
4b. Name: Jeff C. Ferguson, PE
4c. Business name North Carolina Wildlife Resources Commission
(if applicable):
4d.
Street address:
171 Southern Cross Rd.
4e.
City, state, zip:
Weaverville, NC 28787
4f.
Telephone no.:
828 - 231 -3517
4g.
Fax no.:
919- 707 -0162
4h.
Email address:
jeff.ferguson @ncwildlife.org
5.
Agent /Consultant Information (if applicable)
5a.
Name:
5b.
Business name
(if applicable):
5c.
Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): I Latitude: 35.328796
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water
2c. River basin:
3. Project Description
PIN:9539430929
Longitude: - 82.575384
1.69 acres
French Broad River
WS -IV
French Broad
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is undeveloped bottom land abutting the French Broad River on the west and US HWY -64 to the south. Ground cover is a mix of wooded,
shrub and grass. Adjoining properties are wooded and undeveloped except for a fenced outparcel with a PSNC natural gas substation. This outparcel
is bordered on three sides by the subject parcel but is accessed directly from the US -64 right of way.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose is to develop a public boating access to the French Broad River for angling and recreation. The finished site will include a single lane concrete
launch ramp with floating courtesy dock, a full length van accessible parking pad, gravel parking area for 7 -8 vehicles and a gravel access road connecting to
US -64 (Brevard Rd.).
3e. Describe the overall project in detail, including the type of equipment to be used:
Dozer and CAT -315 excavator will be used to clear and grub site. Fill will be placed and roller compacted to build the access road. Stone fill for ramp base will
be placed at base of river bank using excavator. Concrete for the launch ramp will be formed & poured in the dry above the water line. After curing, the slab will
be pushed into position using a dozer. Remaining concrete work will all be poured in the dry. Stone will be placed & compacted for stable parking base.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X 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 impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary (T)
W1
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 P Fill French Broad River PER Corps 115 55
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts 55
3i. Comments:
Impact S1 will involve excavation and fill for the proposed launch ramp and floating dock. Excavation will be required from the top of bank down to the
OWHM. Below the OHWM fill consisting of Class -1 and Class -B riprap will be placed to form a base for the concrete push slab at 14% slope down to
the existing river bed. Side slopes along the ramp will be cut at 2:1 and will be armored with riprap.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary (T)
01
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Temporary (T) feet) feet)
B1
B2
B3
B4
B5
B6
6i. Comments:
Page 5 of 10
6h. Total Buffer Impacts:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Access road width and built upon areas have been reduced to keep the built upon area below 24% of the total parcel area. Stormwater will be
conveyed by grassed swales to the maximum extent possible. Riparian trees and shrubs will be planted in the area between the grassed swale and
top of bank of the French Broad River.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion & sediment control practices will be installed and maintained during construction and while ground cover is established. Only rock riprap shall
be used for fill below the water surface. All concrete shall be placed in the dry. Lower end of concrete launch ramp shall be formed and cured on
grade above water level then pushed into position. No wet concrete shall be placed in open water.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes ❑X No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type:
3b. Credits Purchased (attach receipt and letter) Type:
Type:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
❑ Yes
linear feet
square feet
acres
acres
acres
Quantity:
Quantity:
Quantity:
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑X No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 23.7%
2b. Does this project require a Stormwater Management Plan? ❑X Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
As per Table 2 -1 of the NCDENR Stormwater BMP Manual for development below the low density threshold in a WS -IV watershed, stormwater runoff
is being conveyed through grassed swales to the maximum extent possible. This stormwater runoff will be carried to protected outlets adjacent to the
proposed launch ramp. Copies of the Water Supply Watershed Permit (No. WS20150902) approved by Henderson County Engineering Department
are attached.
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
Natalie Berry, PE; Henderson County
Henderson County
X❑ Phase II
❑ NSW
❑ USMP
❑X Water Supply Watershed
❑ Other:
❑Yes ❑X No (Pending)
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑ Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /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 X❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? ❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in E] Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes X❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act 0 Yes ❑ No
impacts?
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?
Consulted with US Fish & Wildlife Service and NC Wildlife Resources Commission. Comment letter attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Consulted with NC Wildlife Resources Commission habitat conservation coordinator. Comment letter attached.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes 0 No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Consulted with NC -SHPO. Comment Letter attached.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
0 Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Flood study completed. No -rise certification attached. A copy of the Floodplain Development Permit (FP- 20150902) issued by Henderson County is
attached.
8c. What source(s) did you use to make the floodplain determination?
NC Flood Mapping Program & Henderson County Engineering Department.
NC Wildlife Resources Commission
Jeff C. Ferguson, PE
Applicant /Agent's Printed Name Applicant /Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
10 -16 -2015
Date

�.�. STATE
m. iryy (A91
V
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
June 11, 2015
Jeff Ferguson
NC Wildlife Resources Commission
171 Southern Cross Road
Weaverville, NC 28787
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Etowah Small Boat Access on the French Broad River, Henderson County, ER 15 -1175
Dear Mr. Ferguson:
Thank you for your email of May 22, 2015, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579 or
environmental .reviewna,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
�5eRamona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax: (919) 807 - 6570/807 -6599

E North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Jeff Ferguson, Mountain Region Engineer
NC Wildlife Resources Commission
FROM: Andrea Leslie, Mountain Region Coordinator
Habitat Conservation
DATE: 1 June 2015
SUBJECT: Comments on preliminary design for Etowah Small Boat Access
French Broad River, Henderson County
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
preliminary design information for the Etowah Small Boat Access on the French Broad River.
visited the site on June 1, 2015. Our comments are provided in accordance with certain
provisions of the N.C. Environmental Policy Act (G. S. I I3A -1 through I I3A -10; 1 NCAC 25)
and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The project will involve the construction of an access road, parking area, floating dock, and
reinforced concrete launch. The area cleared will consist of more than one acre, and stormwater
control measures will be designed for construction and post - construction phases of the project.
This project should not affect trout and the activities do not need to be avoided during the trout
spawning moratorium. Although there are no current records of listed or rare aquatic species in
the project vicinity, both Appalachian Elktoe (Alasmidonta raveneliana, US and NC
Endangered) and Creeper (Strophitus undulatus, NC Threatened) are present in the French Broad
River further upstream.
We offer the following recommendations to minimize impacts to aquatic and terrestrial wildlife
resources:
1. Be vigilant with sediment and erosion control during site staging, construction, and cleanup.
Disturbed areas should be seeded, mulched and/or matted as soon as possible, preferably at
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] • Fax: [phone]

Etowah Small Boat Access Page 2 June 1, 2015
French Broad River, Henderson County
the end of each work day; at a minimum, disturbed areas should be stabilized within five
working days or seven calendar days, whichever is shorter.
2. In addition, we request the use of sediment and erosion control practices outlined in the
Design Standards in Sensitive Watersheds (15A NCAC 4B .0124).
3. We recommend planting native shrubs and trees at the site in order to establish a buffer as
wide as possible on the French Broad River and the unnamed tributary that runs along the
northern edge of the site, both where existing riparian vegetation is minimal or where
riparian vegetation will be cleared for the project. A wide forested buffer can ensure greater
bank stability, filter overland pollutants, and provide habitat for birds and other wildlife.
4. We recommend the installation of stormwater management measures such as rain gardens
and vegetated swales in order to treat stormwater from the parking lot and other impervious
areas within the project boundary.
5. Coordinate with Steve Fraley, NCWRC Western Aquatic Wildlife Diversity Coordinator, for
pre - construction mussel surveys at the site.
Thank you for the opportunity to review and comment on this project. If I can be of further
assistance, please contact me at (828) 400 -4223 or at andrea.leslie(ancwildlife.ora.
ec: Steve Fraley and Kyle Briggs, NCWRC

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
June 23, 2015
Mr. Jeff Ferguson
North Carolina Wildlife Resources Commission
171 Southern Cross Road
Weaverville, North Carolina 28787
Dear Mr. Ferguson:
Subject: Proposed Etowah Boating Access on the French Broad River, in Etowah, Henderson
County, North Carolina
On May 22, 2013, we received a copy of the project plans and a letter from you requesting our
review and comments on the subject project. We have reviewed the information presented and
are providing the following information to you in accordance with the provisions of the Fish and
Wildlife Coordination Act, as amended (16 U.S.C. 661- 667e), and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531 -1543) (Act).
According to the information presented, you are working with Henderson County to construct a
small boat access with a floating dock on the French Broad River. The project will also consist
of the construction of a parking area and access drive. The site is currently forested and tree
clearing will be necessary to build the parking lot and access drive. A grassed swale is shown on
the plans to help control storm water from the parking area.
Endangered Species. We believe there is suitable habitat within the project area for the northern
long -eared bat (Myotis septentrionalis) which is currently federally listed as a threatened species.
During the summer, northern long -eared bats typically roost singly or in colonies in a wide - variety of
forested habitats, underneath bark or in cavities /crevices of both live trees and snags. Northern long -
eared bats have also been documented roosting in man -made structures (i.e., buildings, barns, etc.)
during the summer. Northern long -eared bats predominately winter in hibemacula that include caves
and abandoned mine portals. It should be noted that the general habitat types described above may
not be all- inclusive, and additional habitat types may be identified as new information is obtained.
Because there is suitable summer roosting habitat on the site for northern long -eared bats, we
recommend that no tree clearing /cutting occur between May 15 and August 15 to minimize potential
impacts to this species. If you will be implementing the aforementioned tree cutting restrictions, our
concurrence with a "not likely to adversely affect" determination can be assumed from this letter and
further consultation on the northern long -eared bat is not necessary as long as circumstances remain
the same.

We are concerned that storm water runoff and the removal of riparian buffers at the proposed
site. Therefore, we recommend the following measures be implemented into the project plans in
order to avoid potential adverse effects to water quality:
Use low- impact - development techniques,) such as reduced road widths, grassed swales in
place of curb and gutter, rain gardens, and wetland retention areas, for retaining and
treating storm water runoff rather than the more traditional measures, such as large
retention ponds, etc. These designs often cost less to install and significantly reduce
environmental impacts from residential development. Design and construct storm water
outlets from the parking area to drain from the parking lot through a vegetated area prior
to reaching any natural stream or wetland area. Detention structures should be designed
to allow for the slow discharge of storm water, attenuating the potential adverse effects of
storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges.
Also, because the purpose of storm- water - control measures is to protect streams and
wetlands, no storm- water - control measures or best management practices should be
installed within any stream (perennial or intermittent) or wetland.
2. Consider the use of pervious materials (i.e., pervious concrete, interlocking /open paving
blocks, etc.) for the construction of the road and parking area. Pervious surfaces
minimize changes to the hydrology of the watershed and can be used to facilitate
groundwater recharge. Pervious materials are also less likely to absorb and store heat and
allow the cooler soil below to cool the pavement. Additionally, pervious concrete
requires less maintenance and is less susceptible to freeze /thaw cracking due to large
voids within the concrete.
We appreciate the opportunity to comment on this project. Our mission is to conserve, protect,
and enhance fish, wildlife, and plants and their habitats for the continuing benefit of the
American people. By working with you and giving you the appropriate information early in the
planning process, we hope to accomplish this goal. If we can be of assistance or if you have any
questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at 828/258 -3939,
Ext. 240. In any future correspondence concerning this project, please reference our Log
Number 4 -2 -11 -002.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
'We recommend visiting the Environmental Protection Agency's Web site ( http : / /www.epa.govlowowlnpsllidl)for
additional information and fact sheets regarding the implementation of low- impact - development techniques.
2

E -Copy: Mr. David Brown, US Army Corps of Engineers, Asheville Regulatory Field Office

Henderson
County
ENGINEERING DEPARTMENT
WATER QUALITY DIVISION
100 NORTH KING STREET
HENDERSONVILLE, NC 28792
Telephone: [phone]
No. FP 20150902
FLOODPLAIN
DEVELOPMENT
PERMIT
FOR: Etowah Boat Access Area
Specify for what purpose the permit is issued —
(New construction, alterations, fill, excavation, other)
ISSUED TO: NC Wildlife Commission C/O Jeff Ferquson PE
PROJECT ADDRESS: 5437 Brevard Road, Etowah, NC
(if different from above address)
ISSUED BY: X-4�fzte�
Cf. vo+y
(Floodplain Management Administrator)
DATE ISSUED:
10/08/2015
ZBA AND PLANNING BOARD APPROVAL OBTAINED FOR SPECIAL FILL.
THIS PERMIT MUST BE POSTED ON THE PREMISES IN A
CONSPICUOUS PLACE SO AS TO BE SEEN FROM THE STREET OF
ROAD ON WHICH THE STRUCTURE FACES

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Floodplain Development Permit
HENDERSON COUNTY
PROJECT NAME:
ETOWAH BOAT ACCESS AREA
PROJECT ADDRESS
(�
FP -20 :5� 0p,
5437 BREVARD ROAD, ETOWAH, NC
TAX PARCEL IDENTIFICATION NUMBER(S)
9539430929
PERMIT NUMBER
STREAM NAME(S): FRENCH BROAD RIVER
FEMA COMMUNITY AND PANEL NUMBER(S):
3700953900 J 1012/2008
OWNER'S NAME:
HENDERSON COUNTY GOVERNMENT
CONSULTANT NAME:
COMPANY:
JEFF FERGUSON PE
NC WILDLIFE COMMISSION
The following Terms & Conditions apply to this Floodplain Development Permit (FDP):
1) This FDP applies to the parcel(s) of land listed herein.
2) This FDP does not change the FIRM floodplain and /or floodway lines.
3) Permitee must obtain all other permits required for construction (Sed & EC, 401/404 Water Quality etc.)
4) This FDP expires when /if the current Effective FIRM applicable to the project is revised or updated.
5) This FDP expires within one vear unless substantial work begins, or a written extension is granted by the FA.
6) If development activities do not commence within 30 days of the Date of Issuance, the Permitee must notifv the
FloodDlain Administrator or Authorized Desianee (in writina) orior to beainnina anv work
If checked, the following additional Conditions apply to this Floodplain Development Permit (FDP):
NIA Permittee is REQUIRED to submit an Elevation Certificate at the placement of finished floor and equipment servicing building.
N/A Permitee is REQUIRED to submit an Elevation Certificate at the finish of construction and equipment servicing building.
X Permitee is REQUIRED to submit surveyed field located floodlines within six (6) months of project completion.
NIA Permittee is REQUIRED to show measures to automatically equalize hydrostatic flood forces on walls by allowing for
entry and exit of floodwaters. The following design is an approved method:
NIA Permittee is REQUIRED to provide foundation vents 1 SI for every 1 SF enclosed space in the foundation system.
N/A Permittee is REQUIRED to provide foundation vent
N/A Permittee is REQUIRED to provide foundation vents no higher than 1 foot above higest adjacent grade (HAG).
N/A Permittee is REQUIRED to provide two foundation vents on different walls.
NIA Permitee is REQUIRED to apply for a Letter of Map Revision within six (6) months of project completion.
N/A Building improvements are not -to- exceed $ or % of the building value; without prior written
approval from the Floodplain Administrator or Authorized Designee. Future Improvements to this structure (within 10 years)
are restricted not -to- exceed % of the buildings value, without full compliance with current floodplain regulations.
This PERMIT is issued based upon the data referenced below. as provided by the applicant. Anv char aesoralterations
to the Construction Plan within any area of the Floodplain REQUIRE the ADDlicant to submit a REVISED Permit Aooli ration.
Date on Construction Plan: Applicants Signatu 7
23- Sep -15
c/�ata/se Yo oljer� 8- Oct -15
FLOODPLAIN ADMINISTRATOR or AUTHORIZED DESIGNEE DATE OF ISSUANCE
l

ENGINEERING "NO IMPACT" CERTIFICATION
This is to certify that I am a duly qualified engineer licensed to practice in the State of
North Carolina. It is to further certify that the attached technical data supports the fact
that the improvements to the Etowah Small Boat Access located on the east bank of the
French Broad River at Station 9354 in Henderson County, NC will not impact the 100 -
year flood elevations, floodway elevations, and floodway widths on Buffalo Creek. This
certification includes the proposed Etowah Small Boat Access improvements planned by
the NC Wildlife Resources Commission as shown on the attached work maps prepared
by Ward Consulting Engineers, P.C. dated 7/2/2015.
%Iiff"14V
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Signature: :Q =
Becky L. W d, P.E. - SEAS
• 13344 -
Ward Consulting Engineers, P.C. Firm No C -2619
Company
President
Title
4805 Green Road, Suite 100
Street Address
Raleigh, North Carolina, 27616
City, State, Zip
919 - 870 -0526
Phone

PERMIT DRAWINGS
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
HENDERSON COUNTY PARKS &RECREATION DEPT.
ETOWAH BOATING ACCESS AREA
FRENCH BROAD RIVER
13 MILES TO BREVARD DIRECTIONS TO SITE:
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SHEETINDEX
MILES TO
NDERSONVILLE
COVER
SITE MAP, SITE DIRECTIONS & INDEX
SD -0.1
CONSTRUCTION SEQUENCE & GENERAL LEGEND
SD -1.0
EXISTING SITE CONDITIONS & DEMOLITION PLAN
SD -2.0
PROPOSED SITE PLAN
SD -3.0
PROPOSED SITE GRADING PLAN
SD -6.0
PROPOSED PROFILES
SS L+
OTE)clvtvv� c -ET MANAGEMENT PRE)PE)SEDD BUILT UPGN AREA
_8C -0.1
10TORMWATER MANAGEMENT -
SD -8.2
STORMWATER MANAGEMENT - GRASSED SWALES PLAN VIEW
SD -8.3
STORMWATER MANAGEMENT - GRASSED SWALE PROFILES & CROSS SECTIONS
A )DRESS:
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7 BREVARD ROAD
GWI Wfum ym 0114
3E SHOE, NC 28742
1,0100 2,000
SCALE: 1 "= 2,000"
1. FROM ASHEVILLE, NC; FOLLOW 1 -26 EAST FOR 9 MILES.
2. TAKE EXIT 40 (NC -208 AIRPORT) WEST TOWARD BREVARD. FOLLOW FOR
4.7 MILES.
3. TURN LEFT ONTO HAYWOOD RD. (NC -191). FOLLOW FOR 0.4 MILES.
4. TURN RIGHT BANNER FARM RD. (SR- 1311). FOLLOW FOR 3.5 MILES.
5. TURN RIGHT ONTO BREVARD RD. (US -64).
6. IN 1.3 MILES. SITE WILL BE ON RIGHT SIDE BEFORE BRIDGE CROSSING
FRENCH BROAD RIVER. LOOK FOR PULL -OFF AT PSNC VALVE STATION.
NOTE: IT IS THE CONTRACTOR'S (NCWRC) RESPONSIBILITY TO CALL 811 FOR UTILITY LOCATION
SERVICES PRIOR TO START OF CONSTRUCTION. ALL UNDERGROUND UTILITY LINES SHALL
BE LOCATED AND MARKED BEFORE BREAKING GROUND.
ALL DEBRIS FROM CLEARING, EXCAVATION AND DEMOLITION SHALL BE LOADED AND
HAULED OFF -SITE FOR DISPOSAL AT THE SWAIN COUNTY SANITARY LANDFILL. NO BURNING
OR ON -SITE BURIAL OF WASTE SHALL BE PERMITTED.
SITE TOPO SURVEYS PERFORMED BY JEFF FERGUSON,
PE (ON 3 -14- 2013), AND CONTINUED BY MARK LEE,
PLS (ON 9 -11- 2014). ELEVATIONS ARE NAVD88 US
FEET. CONTOURS ARE 1 FOOT INTERVALS. NCDOT
LIDAR CONTOURS ARE SHOWN FOR AREAS OUTSIDE OF
THE EXTENTS OF THE NCWRC FIELD SURVEY. LIDAR
CONTOURS ARE 2 FOOT INTERVALS. AERIAL PHOTO
FROM NCONEMAP (2010).
THIS DOCUMENT ORIGINALLY
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
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Date:
16 -OCT -2015
File Name:
Etowah -F.dwg
Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
COVER

CONSTRUCTION SEQUENCE:
1. PRIOR TO ANY GROUND DISTURBANCE OR CONSTRUCTION ALL REQUIRED PERMITS AND CERTIFICATIONS MUST BE
APPROVED AND COPIES OF THESE APPROVALS SHALL BE KEPT ON SITE. CONTRACTORS SHALL BE AWARE OF AND
FOLLOW ALL CONDITIONS STIPULATED IN THE PERMIT DOCUMENTS.
2. BUSH -HOG SITE IN ADVANCE OF UTILITY LOCATION AND CLEARING. FLAG CLEARING LIMITS AS SHOWN ON THE
DEMOLITION PLAN.
3. CONTACT UTILITY LOCATION SERVICES. HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON SITE. MAKE
NOTE OF DEPTHS TO BURIED LINES.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SEDIMENT FENCE AS INDICATED IN THE EROSION CONTROL PLAN.
5. BEGIN REMOVAL OF TREES, BRUSH AND ANY REFUSE WITHIN CLEARING LIMITS. ROOTS & STUMPS SHALL BE GRUBBED
OUT. ALL CLEARED MATERIALS SHALL BE HAULED OFF SITE FOR DISPOSAL AT COUNTY LANDFILL OR FOR RECYCLING
AT AN APPROVED FACILITY. NO WASTE MATERIAL SHALL BE BURNED OR BURIED ON SITE.
6. REMOVE TOP SOIL AS NEEDED TO PREPARE BASE FOR ENTRANCE ROAD AND PARKING AREA CONSTRUCTION. ALL TOP
SOIL SHALL BE LOADED AND HAULED OFF SITE FOR DISPOSAL AT COUNTY LANDFILL OR FOR RECYCLING AT AN
APPROVED FACILITY.
7. HAUL IN SUITABLE FILL MATERIAL FOR CONSTRUCTION OF ACCESS ROAD. FILL SHALL BE PLACED AND COMPACTED IN
1 FT. LIFTS USING A VIBRATORY SHEEPSFOOT ROLLER COMPACTOR UNTIL SUBBASE GRADE IS ACHIEVED. FILL MATERIAL
MAY BE QUARRY OFF -SPEC OR OVERBURDEN SO LONG AS IT IS OF SUFFICIENT COHESION AND MOISTURE CONTENT.
FILL MATERIAL MUST BE CLEAN AND FREE ORGANIC WASTE. INSTALL CULVERTS DURING THIS PHASE OF ROAD
CONSTRUCTION. PLACE AT LEAST A 4" BASE OF ABC STONE ON ENTRANCE ROAD.
8. TRACK ROADSIDE SLOPES TO PROVIDE ROUGH SURFACE FOR SEEDING. APPLY SEED, MULCH AND /OR EROSION
CONTROL MATTING AS PRESCRIBED IN E &SC PLAN.
9. EXCAVATE RIVER BANK AT RAMP LOCATION. PLACE CLASS -1 & CLASS -B RIPRAP IN RIVER BED FOR RAMP BASE.
10. GRADE PARKING AREA. DIG OUT ANY UNSUITABLE MATERIAL AND PLACE FILTER FABRIC AND SURGE STONE AS NEEDED
TO PROVIDE A STABLE BASE.
11. FORM & POUR CONCRETE PUSH SLAB SECTION FOR RAMP ON GRADED SLOPE ABOVE WATER LEVEL. NO WET
CONCRETE SHALL BE PLACED IN OR ALLOWED TO REACH OPEN WATER. CALL FOR INSPECTION OF ANY CONSTRUCTION
REQUIRING BUILDING PERMITS PRIOR TO PLACING CONCRETE.
12. AFTER MIN. 14 -DAY CURE, PUSH RAMP SLAB INTO POSITION BELOW WATER LINE. REMAINING SECTIONS OF RAMP AND
FLOATING DOCK PAD AND DOCK ABUTMENT TO BE FORMED AND POURED ON GRADE AND IN THE DRY. INSTALL
BOLLARDS IN DOCK ABUTMENT.
13. FORM & POUR CONCRETE APRON AT HEAD OF RAMP, ADA PARKING PAD AND ACCESSIBLE ROUTE.
14. INSTALL GRASSED SWALES. PROVIDE RIPRAP PROTECTION AT OUTLET OF ALL CULVERTS. APPLY SEED TO SWALES
AND ADJACENT DISTURBED AREAS AS PRESCRIBED IN THE STORMWATER DETAILS. INSTALL EROSION CONTROL OR TURF
REINFORCEMENT MATTING IN GRASSED SWALES AS SPECIFIED ON STORMAWATER PLAN SHEETS.
15. STAKE LIMITS OF PARKING AREA, AND PREPARE BASE ACCORDING TO GRADING PLAN. INSTALL MIN. 6" OF COMPACTED
ABC STONE SURFACE.
16. INSTALL CLASS -B RIPRAP ON CUT SLOPES ADJACENT TO RAMP AND OUTLETS OF GRASSED SWALES.
17. INSTALL WHEEL STOPS IN PARKING AREA. APPLY STRIPING TO ACCESS AISLE AND SIGNAGE AT VAN ACCESSIBLE PAD.
18. INSTALL INFORMATION KIOSK AND ENTRANCE SIGN WHERE INDICATED ON SITE PLAN. CALL FOR INSPECTION OF SIGN
INSTALLATIONS.
19. INSTALL AND CONNECT FLOATING DOCK SECTIONS.
20. APPLY ADDITIONAL ABC STONE TO DRIVEWAY AS NEEDED. INSTALL GUARDRAIL ALONG OUTSIDE SHOULDER WHERE
SHOWN ON PLANS.
21. APPLY TEMPORARY & PERMANENT SEED MIX AND MULCH TO ANY REMAINING DISTURBED AREAS.
22. REMOVE TEMPORARY CONSTRUCTION ENTRANCE. INSTALL ROADSIDE CULVERT & OUTLET PROTECTION.
23. PREPARE BASE OF DRIVEWAY ENTRANCE (WITHIN NCDOT R /W) FOR ASPHALT MIX PAVEMENT.
24. PAVE DRIVEWAY ENTRANCE BETWEEN EXISTING EDGE OF US -64 AND LIMIT OF NCDOT R /W. PAVING SHALL BE IN
ACCORDANCE WITH SECTION DETAIL PROVIDED AND APPROVED BY NCDOT. RADII SHALL BE MIN. 20' ON BOTH SIDES.
25. MAINTAIN SEDIMENT FENCE, EROSION CONTROL MATTING AND ANY OTHER REMAINING E &SC MEASURES. REMOVE
SEDIMENT FENCE ONLY AFTER MIN. 75% GROUND COVER IS ESTABLISHED. RESEED AS NEEDED UNTIL COVER IS
ESTABLISHED.
LEGEND
- LOD
MR-M-72,00 0
PROPERTY BOUNDARY
EXISTING 1' CONTOURS
EXISTING FLOODWAY & FLOODPLAIN LIMITS
EXISTING OVERHEAD POWER LINE
EXISTING LARGE TREE
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING NG LINE MARKER
PROPOSED1'CONTOURS
PROPOSED LIMIITS OF DISTURBANCE
PROPOSED CLEARING LIMITS
PROPOSED CULVERT
PROPOSED RIPRAP
PROPOSED RIPARIAN BUFFER (REPLANT)
PROPOSED ASPHALT MIX PAVEMENT
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NOTE: IT IS THE CONTRACTOR'S (NCWRC) RESPONSIBILITY TO CALL 811 FOR UTILITY LOCATION
SERVICES PRIOR TO START OF CONSTRUCTION. ALL UNDERGROUND UTILITY LINES SHALL
BE LOCATED AND MARKED BEFORE BREAKING GROUND.
ALL DEBRIS FROM CLEARING, EXCAVATION AND DEMOLITION SHALL BE LOADED AND
HAULED OFF -SITE FOR DISPOSAL AT THE SWAIN COUNTY SANITARY LANDFILL. NO BURNING
OR ON -SITE BURIAL OF WASTE SHALL BE PERMITTED.
SITE TOPO SURVEYS PERFORMED BY JEFF FERGUSON,
PE (ON 3 -14- 2013), AND CONTINUED BY MARK LEE,
PLS (ON 9 -11- 2014). ELEVATIONS ARE NAVD88 US
FEET. CONTOURS ARE 1 FOOT INTERVALS. NCDOT
LIDAR CONTOURS ARE SHOWN FOR AREAS OUTSIDE OF
THE EXTENTS OF THE NCWRC FIELD SURVEY. LIDAR
CONTOURS ARE 2 FOOT INTERVALS. AERIAL PHOTO
FROM NCONEMAP (2010).
THIS DOCUMENT ORIGINALLY
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
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File Name:
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Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
SD -0.1

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OHWM= 2063.0'
ISTING BRIDGE PIER ��
/—EXISTING BRIDGE ABUTMENT
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NOTE: IT IS THE CONTRACTOR'S (NCWRC) RESPONSIBILITY TO CALL 811 FOR UTILITY LOCATION
SERVICES PRIOR TO START OF CONSTRUCTION. ALL UNDERGROUND UTILITY LINES SHALL
BE LOCATED AND MARKED BEFORE BREAKING GROUND.
ALL DEBRIS FROM CLEARING, EXCAVATION AND DEMOLITION SHALL BE LOADED AND
HAULED OFF -SITE FOR DISPOSAL AT THE SWAIN COUNTY SANITARY LANDFILL. NO BURNING
OR ON -SITE BURIAL OF WASTE SHALL BE PERMITTED.
PROPERTY BOLIN
OVERHEAD POWER LINE
HENDERSONVILLE (7 MILES)
MAM900 =-A*
SITE TOPO SURVEYS PERFORMED BY JEFF FERGUSON,
PE (ON 3 -14- 2013), AND CONTINUED BY MARK LEE,
PLS (ON 9 -11- 2014). ELEVATIONS ARE NAVD88 US
FEET. CONTOURS ARE 1 FOOT INTERVALS. NCDOT
LIDAR CONTOURS ARE SHOWN FOR AREAS OUTSIDE OF
THE EXTENTS OF THE NCWRC FIELD SURVEY. LIDAR
CONTOURS ARE 2 FOOT INTERVALS. AERIAL PHOTO
FROM NCONEMAP (2010).
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THIS DOCUMENT ORIGINALLY Date
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
16 -OCT -2015
File Name:
Etowah -F.dwg
Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
SD -1.0

FLOATING DOCK; 8'W. x 80'L.
ANCHORED TO CONCRETE ABUTMENT ® 1' ABOVE OHWM
REINFORCED CONCRETE LAUNCH RAMP; 14'W. x 941. ® 14% SLOPE,
CAST IN PLACE ABOVE OHWM THEN PUSHED INTO POSITION ONCE CURED. TOP EL.= 2064.0', END EL= 2052.0'.
OHWM= 2063.0'
CLASS -I & CLASS -B RIPRAP
FILL BELOW OHWM FOR RAMP
BASE
---CUT BANKS ARMORED w/ CLASS -B RIPRAP
NCT
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UNNAMED TRIBUTARY TO FRENCH BROAD RIVER
LDo —� GRASSED SWALE
LOD
PROPOSED LIMIT OF DISTURBANCE = 1.09AC. (47,353SF)
2:1 FINISHED SLOPE ON COMPACTED FILL
OD _ � RIPRAP — (SEED &EROSION MATTING)
e VEGETATED + + �� KIOSK
BUFFER + r 16'
(REPLANT)
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STONE SURF
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OHWM= 2063.0'
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PROPERTY_ BOUNDARY
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RIPRAP OUTLET PROTECTION
ASPHALT PAVED TURN -OUT
�\ ENTRANCE
SIGN
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PROPOSED ENTRANCE LOCATION:
N35.329641', W82.574011-
HENDERSONVILLE (7 MILES) _
BREVARD (13 MILES)
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TRACT SIZE =1.691 AC.
PROPOSED IMPERVIOUS SURFACE = 23.7%
PROPOSED FILL AREA = 37.0%
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THIS DOCUMENT ORIGINALLY Date
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
16 -OCT -2015
File Name:
Etowah -F.dwg
Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
SD -2.0

PROPOSED LIMIT OF ONSITE DISTURBANCE = 1.18AC. (51,497SF) I N 1z
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50 0 50 100 Volumes by Triangulation: Volumes by Triangulation: ly-
Total Cut /Fill Estimate for Site Above OHWM Cut /Fill Below OHWM LL
Scale: 1" = 50' Existing Surface: C: \.. \IF- Etowah \EXTIN.tin Existing Surface: C: \.. \IF- Etowah \EXTIN.tin
Final Surface: C:\ \IF- Etowah \PRTIN.tin Final Surface: C:\ , \IF- Etowah \PRTIN.tin SITE TOPO SURVEYS PERFORMED BY JEFF FERGUSON, THIS DOCUMENT ORIGINALLY Date:
Cut volume: 21,623.6 C.F., 800.88 C.Y. Cut volume: 608.3 C.F., 22.53 C.Y. PE (ON 3 -14- 2013), AND CONTINUED BY MARK LEE,
Fill volume: 54,690.7 C.F., 2,025.58 C.Y. Fill volume: 3,434.4 C.F., 127.20 C.Y. PLS (ON 9 -11- 2014). ELEVATIONS ARE NAVD88 US ISSUED &SEALED BY: 16 -OCT -2015
Area in Cut : 11,580.5 S.F., 0.27 Acres Area in Cut : 177.7 S.F., 0.00 Acres FEET. CONTOURS ARE 1 FOOT INTERVALS. NCDOT JEFF C. FERGUSON, PE File Name:
Area in Fill: 25,430.9 S.F., 0.58 Acres Area in Fill: 1,217.1 S.F., 0.03 Acres FEET. CONTOURS ARE SHOWN FOR AREAS OUTSIDE OF LICENSE #: 037868 Etowah -F.dwg
TRACT SIZE =1.691 AC. Total inclusion area: 37,013.1 S.F., 0.85 Acres Total inclusion area: 1,395.3 S.F., 0.03 Acres THE EXTENTS OF THE NCWRC FIELD SURVEY. LIDAR DATE SEALED: 16-OCT-2015 Surveyed: JCF, MRL, CSL
PROPOSED IMPERVIOUS SURFACE = 23.7% Average Cut Depth: 1.87 feet Average Cut Depth: 3.42 feet THIS MEDIUM SHALL NOT BE Designed: JCF
9 P 9 P CONTOURS ARE 2 FOOT INTERVALS. AERIAL PHOTO Drawn: JCF
PROPOSED FILL AREA = 37.0% Average Fill Depth: 2.15 feet Average Fill Depth: 2.82 feet FROM NCONEMAP (2010). CONSIDERED A CERTIFIED Approved:
Cut to Fill ratio: 0.40 Cut to Fill ratio: 0.18 DOCUMENT. Sheet No.
Import Volume: 1,224.7 C.Y. Import Volume: 104.7 C.Y. SD -3.0
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Final Surface: C:\ \IF- Etowah \PRTIN.tin Final Surface: C:\ , \IF- Etowah \PRTIN.tin SITE TOPO SURVEYS PERFORMED BY JEFF FERGUSON, THIS DOCUMENT ORIGINALLY Date:
Cut volume: 21,623.6 C.F., 800.88 C.Y. Cut volume: 608.3 C.F., 22.53 C.Y. PE (ON 3 -14- 2013), AND CONTINUED BY MARK LEE,
Fill volume: 54,690.7 C.F., 2,025.58 C.Y. Fill volume: 3,434.4 C.F., 127.20 C.Y. PLS (ON 9 -11- 2014). ELEVATIONS ARE NAVD88 US ISSUED &SEALED BY: 16 -OCT -2015
Area in Cut : 11,580.5 S.F., 0.27 Acres Area in Cut : 177.7 S.F., 0.00 Acres FEET. CONTOURS ARE 1 FOOT INTERVALS. NCDOT JEFF C. FERGUSON, PE File Name:
Area in Fill: 25,430.9 S.F., 0.58 Acres Area in Fill: 1,217.1 S.F., 0.03 Acres FEET. CONTOURS ARE SHOWN FOR AREAS OUTSIDE OF LICENSE #: 037868 Etowah -F.dwg
TRACT SIZE =1.691 AC. Total inclusion area: 37,013.1 S.F., 0.85 Acres Total inclusion area: 1,395.3 S.F., 0.03 Acres THE EXTENTS OF THE NCWRC FIELD SURVEY. LIDAR DATE SEALED: 16-OCT-2015 Surveyed: JCF, MRL, CSL
PROPOSED IMPERVIOUS SURFACE = 23.7% Average Cut Depth: 1.87 feet Average Cut Depth: 3.42 feet THIS MEDIUM SHALL NOT BE Designed: JCF
9 P 9 P CONTOURS ARE 2 FOOT INTERVALS. AERIAL PHOTO Drawn: JCF
PROPOSED FILL AREA = 37.0% Average Fill Depth: 2.15 feet Average Fill Depth: 2.82 feet FROM NCONEMAP (2010). CONSIDERED A CERTIFIED Approved:
Cut to Fill ratio: 0.40 Cut to Fill ratio: 0.18 DOCUMENT. Sheet No.
Import Volume: 1,224.7 C.Y. Import Volume: 104.7 C.Y. SD -3.0

EXISTING EDGE OF
PAVEMENT ® US -64
2070
2065
2060 1 1 1 1
2055
2050
2045
0 +00
2095
2090 \` EXISTING GRADE
2085
—1 a RCP ri a yEoT \�
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2080
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2070 � ✓`� \ \ /� \ % / \ \ % /\ \ % \\�%r -
COv1PACTED EARTH FILL —
2065
2060 - -
0+00 0+25 0+50 0+75 1+00 1+25 1 +50 1+75 2+00 2+25 .2 +50 2 +75 3+00 3+25 3
PROFILE - A: ACCESS ROAD ALIGNMENT
Scale: H-1"=50'
V-1"=10'
PROPOSED FLOATING DOCK ABUTMENT
TOP EL.= 2064.0' —
CONCRETE APRON
II I
PROFILE - B: LAUNCH RAMP ALIGNMENT
Scale: H- 1 " =10'
V- 1 " =10'
0 +251
NOTE:
ALL ELEVATIONS ARE IN NAVD88 US FEET TIED TO OPUS
POINT ESTABLISHED ON SITE BY NCWRC ENGINEER ON
MARCH 14, 2013.
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2075
2070
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18 "0 RCF' CULVER -
2060
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PROPOSED FLOATING DOCK (801. x 8'W.)—
EXISTING GRADE_
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2060
NORMAL LOW WL
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CND OF RAMP
2050
2045
1 +25
THIS DOCUMENT ORIGINALLY
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
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File Name:
Etowah -F.dwg
Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
SD -6.0

_ GRASSED SWALE #1:
V- SHAPED w/ 3:1 SIDE SLOPES
L= 134LF, S =0.011 FT /FT LP -1
\ LONGITUDINAL PROFILE ON SHEET:
SD -8.3
XS -1
- SD -8.3 "`�,_ UNNAMED TRIBUTARY TO FRENCH BROAD RIVER
33.5'
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RIPRAP OUTLET PROTECTION
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= 20624
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THIS DOCUMENT ORIGINALLY Date:
ISSUED & SEALED BY: 16 -OCT -2015
JEFF C. FERGUSON, PE File Name:
LICENSE #: 037868 Etowah -F.dwg
DATE SEALED: 16 -OCT -2015 Surveyed: JCF, MRL, CSL
THIS MEDIUM SHALL NOT BE Designed: JCF
CONSIDERED A CERTIFIED Drawn: JCF
Approved:
DOCUMENT. Sheet No.
SD -8.2

2070
I
1� 1
PFOPOSED GRADE AT TOP OF SWALE
2065
1
2070 2070
RIPRAP OUTLET ADJACENT TO LAUNCH FAMP —
3 XS -1 -
SD -8.3
2065 2065
BOTTOM Of' GRASSED SWALE
S °0,011 FT /FT I E \
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2060 �1
0 +00 0 +25 0 +50 0 +75 1+00
LP -1 GRASSED SWALE #1 - LONGITUDINAL PROFILE
SD -8.3 Scale: H-1"=25'
V -1 "= 5'
2070
2065 ------- - - - - --
2060
0 +00 0 +25 0 +50 0 +75
LP -2 GRASSED SWALE #2 - LONGITUDINAL PROFILE
SD -8.3 Scale: H-1"=25'
V -1 "= 5'
2070
2065
1+00
IL•b•7
MATTING 3 (TYP)
1I Q10 FREEBOARD =2.2'
EST. SHWT EL.= 2060.9' n +
0' Q10 D =0.84'
f
2070
2065
2060 2060 } 2060
1+25 1+50 0 +00 0 +25
XS -1 GRASSED SWALE #1 - TYPICAL CROSS SECTION GRASSED SWALE -1
SD 88.3 Scale: H -1 " =5' Q10 = 5.99cfs
V -1 " =5' Vmax = 2.82fps Vaii = 3.5fps
SHEAR STREES T -7DS = 0.6psf
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RIPRAP OUTLET ADJACENT TO LAUNCH RAMP -
XS -2
r PROPOSED GRADE AT TOP OF SWALE SD 88.3
i —/ --------- - - - - -- 2065
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2060
1+25 1+50 1+75 2 +00 2 +25 2 +50
2070
12'2 FREEBOARD =1.54' 2065
I MATTING � 3
1
EST. SHWT EL.= 2060.9' 4n D =0.56'
1.43'
2060 } 2060
0 +00 0 +25
XS -2 GRASSED SWALE #1 - TYPICAL CROSS SECTION GRASSED SWALE -2
SD -8.3 Scale: H-1"=5' Qto = 2.05cfs
V -1 " =5' Vmax = 2.15fps Vaii = 3.5fps
SHEAR STREES =yDS = 0.4psf
GRASSED SWALE - TYPICAL SEEDING & MATTING SPECIFICATIONS:
TEMPORARY SEED (WINTER):
Rye Grain (Secale cereale) Rate: 40 Lbs. /Ac.
PERMANENT SEED MIX:
Switch Grass (Panicum virgatum /Carthage) Rate: 2.5 -3.5 Lbs. /Ac.
Indiangrass (Sorghastrum nutans) Rate: 5 -7 Lbs. /Ac.
Deertongue (Dichanthelium clandestinum/Tioga) Rate: 4 -6 Lbs. /Ac.
Big Bluestem (Andropogon gerardii) Rate: 1 -2 Lbs. /Ac.
TEMPORARY MATTING:
AFTER SEED IS APPLIED, LINE BOTTOMS OF EACH GRASS SWALE WITH ROLANKA BIO -D STRAW
BLANKET (OR EQUIVALENT) TEMPORARY REINFORCING MATTING. MATTING SHALL EXTEND FROM
BOTTOM OF SWALE UP THE SIDE SLOPES TO A HEIGHT ABOVE THE 10 -YEAR DMAX-
RECOMMENDED FLOW VMAX =6 fps
RECOMMENDED MAX. SHEAR STRESS ON BARE SOIL = 1.9 psf
NETTING SHALL BE JUTE /SCRIM WITH BIODEGRADABLE COTTON STITCHING. NO POLY OR
MONOFILAMENT NETTING SHALL BE USED.
THIS DOCUMENT ORIGINALLY
ISSUED & SEALED BY:
JEFF C. FERGUSON, PE
LICENSE #: 037868
DATE SEALED: 16 -OCT -2015
THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
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Date:
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File Name:
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Surveyed: JCF, MRL, CSL
Designed: JCF
Drawn: JCF
Approved:
Sheet No.
SD -8.3

HENDERSON COUNTY GOVERNMENT
ENGINEERING DEPARTMENT
STORMWATER PHASE 2 POST - CONSTRUCTION RUN -OFF DIVISION
Natalie J. Berry P.E. Marcus A. Jones P.E.
Water Olialitl Ai �ini,ctratnr nirectnr of F.ngineerino
October 8, 2015
North Carolina Wildlife
Resource Commission
C/O Jeff Ferguson, PE
1720 Mail Service Center
Raleigh, NC 27699 -1720
Subject: Water Supply Watershed Permit No. WS20150902
Etowah Boating Access Area — 5437 Brevard Road, Etowah, NC
Dear NC Wildlife Commission:
The Stormwater Phase 2 Post - Construction Run -off Division received a complete Water Supply
Watershed Management Permit Application for the subject project. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Water Supply
Watershed Regulations set forth in Henderson County Code Chapter 42 Land Development Code
Article VIII Sub -part B as amended as well as Title 15A NCAC 2H.1000 and Session Law 2006-
246. We are forwarding Permit No. WS20150902, dated October 8, 2015, for the construction,
operation and maintenance of the subject project and the stormwater system. This permit shall be
effective from the date of issuance, and shall be subject to the conditions and limitations as
specified therein, and does not supersede any other agency permit that may be required.
This permit shall be subject to the conditions and limitations as specified therein, and does not
supersede any other agency permit that may be required. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of a a grassed Swale,
recordation of deed restrictions, procedures for changes of ownership, transferring the permit, and
renewing the permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system, to record deed restrictions, to follow the procedures for transfer of
the permit, or to renew the permit, will result in future compliance problems.
The permit issuance shall become null and void if the applicant fails to make substantial progress on
the site within one (1) year after the date of approval. The Water Quality Administrator may grant a
single, one year extension of this time limit, for good cause shown, upon receiving a written request
from the applicant before the expiration of the approved plan. In granting an extension, the Water
Quality Administrator may require compliance with standards adopted since the original application
was submitted unless there has been substantial reliance on the original permit and the change in
Stormwater Phase 2 Post- Construction Run -Off Division
Engineering Department
100 North King Street, Suite 210, Hendersonville, NC 28792 • 828- 694 -6521
Internet: http: / /hendersoncountync.org/ engineering /stormwater /index.html

Approval Letter Regarding - Water Supply Watershed Permit No. SW20150902
Etowah Boat Access Area - Etowah, NC "cont'd"
standards would infringe the applicant's vested rights.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Henderson County
Water Quality Board. The written petition must conform to Henderson County Code Chapter 42
Land Development Article XII Enforcement, violations and appeals Section §42 -379 must be filed
with the Henderson County Water Quality Board within thirty (30) days of receipt of this permit.
You should contact the Henderson County Water Quality Board with all questions regarding the
filing fee (if a filing fee is required) and/or the details of the filing process at 100 North King Street,
Hendersonville, NC 28792, or via telephone at 828 - 694 -6627. Unless such demands are made this
permit shall be final and binding.
This project will be kept on file at the Henderson County Office. If you have any questions, or need
additional information concerning this matter, please contact the Water Quality Administrator at
(828) 694 -6521.
Sincerely,
Natalie J. Berry, PE, CPESC, CPSWQ, CFM
cc: SW20150902 File, Henderson County Office
ec: Jeff C Ferguson PE, NC Wildlife Resources Commission, Design Services — Mountain
Region Engineer

Henderson County Water Supply Watershed Permit
Permit No.WS20150902
HENDERSON COUNTY, NORTH CAROLINA
ENGINEERING DEPARTMENT
STORMWATER PHASE 2 POST - CONSTRUCTION RUN -OFF DIVISION
HENDERSON COUNTY WATER SUPPLY WATERSHED MANAGEMENT PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NC WILDLIFE RESOURCE COMMISSION
Etowah Boat Access Area
5437 Brevard Road, Etowah, North Carolina
FOR THE
construction, operation and maintenance of a low impact development in compliance
with the provisions of Session Law 2006 -246 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules "), the Henderson County Code Chapter 42 Land
Development Code Article VIII Sub -Part B as amended and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the County and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
2. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3 :1 (H:V) as defined in the
stormwater rules and approved by the Stormwater Phase II Post Construction
Run -Off Division.
3. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
4. All roof drains must terminate at least 30 foot from the mean high water mark.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent streams.
7. All swales shall that discharge into a wetland shall do so at a non - erosive velocity
for the 10 year storm.
II. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
Page 1 of 4

Henderson County Water Supply Watershed Permit
Permit No.WS20150902
2. The Water Quality Administrator may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within
the time frame specified in the notice, the permittee shall submit a written time
schedule to the Water Quality Administrator for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Water Quality Administrator that the changes have
been made.
3. This project may not be sold or subdivided in whole or in part without first
receiving a permit modification.
4. The following deed restrictions must be recorded with the Office of the Register
of Deeds:
a. The following covenants are intended to ensure ongoing compliance with
Henderson County Water Supply Watershed Management Permit
Number WS20150902.
b. Henderson County is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Water Supply Watershed
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of Henderson County.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of Henderson County.
f. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modification from the Stormwater Phase II Post
Construction run -off Division.
h. Construction of additional impervious areas such that low- density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built -upon area associated with the project, including
that area permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
j. The built -upon areas shall be located a minimum of 30 feet landward of all
perennial and intermittent surface waters.
5. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
7. The permittee shall submit to the Water Quality Administrator and shall have
received approval for revised plans, specifications, and calculations prior to
construction, for any modification to the approved plans, including, but not limited
to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area in whole or in
part. The project area is defined as all property owned by the permittee,
Page 2 of 4

Henderson County Water Supply Watershed Permit
Permit No.WS20150902
for which Sedimentation and Erosion Control Plan approval was sought.
Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
9. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and re- vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
10. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
11. The permittee shall submit all information requested by the Water Quality
Administrator or his representative within the time frame specified in the written
information request.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Water Quality Administrator. The Water Quality Administrator
may require modification or revocation and re- issuance of the permit to change
the name and incorporate such other requirements as may be necessary. In the
event of a name or ownership change, a completed Name /Ownership Change
form, signed by both parties, must be submitted to Henderson County
accompanied by the supporting documentation as listed on page 2 of the form.
The approval of this request will be considered on its merits, and may or may not
be approved.
2. The permittee is responsible for compliance with all permit conditions until the
Water Quality Administrator approves a transfer of ownership. Neither the sale of
the project nor the transfer of common areas to a third party, such as a
homeowner's association, constitutes an approved transfer of the water supply
watershed permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action in accordance with North
Carolina General Statutes 143- 215.6A to 143- 215.6C and Henderson County
Code Chapter 42 Land Development Code Article VIII Sub -Part B as amended.
4. The issuance of this permit does not prohibit the Water Quality Administrator
from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit as allowed by the laws, rules, and regulations contained in
Henderson County Code Chapter 42 Land Development Code Article VIII Sub -
Part B as amended, Session Law 2006 -246, Title 15A NCAC 2H.1000, and
NCGS 143 -215.1 et.al.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by Henderson County, such as the
construction of additional or replacement stormwater management systems.
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Henderson County Water Supply Watershed Permit
Permit No.WS20150902
6. The permittee grants permission to Henderson County Staff to enter the property
during normal business hours, for the purpose of inspecting all components of
the stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re- issuance, or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction.
11. The permittee shall notify the Stormwater Phase I I Post Construction Run -Off
Division in writing of any name, ownership or mailing address changes at least
30 days prior to making such changes.
Permit issued this the 8th day of October, 2015.
Natalie J Berry P.E., CP C, CPSWQ, CFM
Water Quality Administrator
Assistant County Engineer
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