20151275 Ver 1_401 Application_20151215

December 91h 2015
RE: Jefferson landing Pond dredging- Additional Information- A&M and Justification/Request for
working in the wet.
To Whom It May Concern:
We have evaluated this project from all possible angles to try and achieve working in the dry. A pump
around is infeasible because of the CFS flow of the stream during normal base flow. Pumps required to
handle that flow must be brought in on flat bed tractor and trailers and there is not staging area that can
support that type of weight. Additionally hoses would have to be placed across the road and the dam
making the road impassable to emergency vehicles. This is the only point of ingress and egress for these
houses. However we are very concerned about issues with downstream turbidity and we offer the
following construction BMP's to insure that turbidity in negligible.
1. A series of rock/stone coffer dams installed to act as checks if sediment becomes mobile
2. The use of stilling basin slightly in line with the channel to slow down stream flow through the
pond bed. Flocculants/PAM will be on hand if turbidity downstream of the measures exceeds 8
NTU. The pam will be injected in the stilling basin to drop out sediments.
3. Downstream turbidity will be monitored daily on work days and during in stormflow events until
the project is complete.
4. Sediments in a 30' buffer around the gate valve will not be excavated to insure stability.
5. No excavation will occur in live water(Stream Channel)
If you have any questions, please do not hesitate to contact me.
Thanks
Derek Goddard
o C ko 01FL
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6'-L l02015
TRANSPORTATION PERMITTING UNIT

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
u
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
X Yes No
For the record only for Corps Permit:
❑ Yes X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2.
Project Information
2a. Name of project:
Jefferson Landing Pond
2b.
County:
Ashe
2c.
Nearest municipality / town:
Jefferson
2d. Subdivision name:
Jefferson Landing
2e.
NCDOT only, T.I.P. or state T_
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
JL Golf Management, LLC
3b.
Deed Book and Page No.
410/1468
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
P.O. Box 110
3e.
City, state, zip:
Jefferson, NC 28640
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
X 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:
Derek Goddard
5b.
Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c.
Street address:
126 Executive Drive, Suite 220
5d. City, state, zip:
Wilkesboro, NC 28697
5e. Telephone no.:
336-844-4088
5f.
Fax no.:
N/A
5g.
Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
09302-600
1 b. Site coordinates (in decimal degrees):
Latitude: 36.406475 Longitude: - 81.416683
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
214.609 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Little Naked Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Tr; +
2c. River basin:
New
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:
Golf Course and Residential
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,200 Perennial
3d. Explain the purpose of the proposed project:
To dredge in response to sediment and cobble that has deposited in storm events and made the pond shallow and
therefore susceptible to aquatic weeds and less functional.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will commence in the winter months per the plans and remove accumulated sediments from the impounded
area, but the stream channel will not be disturbed. The pond will be drained via a bottom drain gate valve over a period of
1 week. Once the soil is dry enough and/or frozen the excavation of the storm flow cobble and sediments will occur. A
waste site that is greater than 25' from the stream and contains no JD waters has been identified. See construction
sequence on plans for a detailed accounting on the project. Tract excavators will be used and minimal and/or only
incidental fall back will occur in the drained open water.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes X No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Unknown
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?
[5–b.—If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes X No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
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
❑ Yes
Corps
W1 P T
No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
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
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 X P❑ T
X PER
❑ INT
X Corps
DWQ
S2 P ❑ T
PER
Corps
❑ INT
DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 indivi ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 X P ❑ T
NA
Dredging
Pond
4.44
02 ❑ P XT
NA
Rock Causeway
Pond
.11
03 ❑ P X T
NA
Access Pipe
Pond
.01
04 ❑ P X T
NA
Rock Check Dam's (2)
Pond
.03
4f. Total open water impacts
4.59
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
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.
❑ Neuse El Tar -Pamlico F1 Other:
Project is in which protected basin? NA
❑ 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 T
impact
required?
El Yes
61 ❑P❑T
❑ No
El Yes
B2 ❑P❑T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically'describe measures taken to avoid or minimize the proposed impacts in designing project. (See Attached)
This impact is the only practical alternative to dredge the pond. Hydraulic dredging was evaluated, but dismissed because
of the water depth and lack of staging areas for dewatering.. Erosion control will be adhered to for sensitive watersheds.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stringent erosion control standards for sensitive water sheds will be adhered too. No Excavation will occur in the
channel.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ 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
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:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes X 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:
❑ 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?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
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 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
® 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
❑ Yes
® No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® 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.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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?
❑ 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?
http://www.ncnhp.org - http://www.saw.usace.army.miIIWETLAND/esa - http://www.fws.gov/nc-es/es/es.html
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?
http://ocean.floridamarine.org/efh—coral/ims/viewer.htm
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://www.hpo.ncdcr.gov
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: No rise to the flood way will occur.
8c.
What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard
CWY.(�W11/3/115
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 11

AGENT AUTHORIZATION FORM
Property Legal Description
PIN: 09302-600
Address:
East Landing Drive
Jefferson, NC 28640
Property Owner: JL Golf Management, LLC
PO Box 110
Jefferson, NC, 28640
Client: JL Golf Management, LLC
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard , of BREC'PA
(Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing , issuance and acceptance
of this permit or certification and all standard and special conditions attached.
Property Street Address (if different than property above):
East Landing Drive
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
U
Aut orized Signature- Print an ign
Date: —\ % — Z ( — � S

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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
4" Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
U
Blowout
S
Borrow Pit
X
Clay Spot
I�
Closed Depression
Wet Spot
Gravel Pit
„
Gravelly Spot
Landfill
A.
Lava Flow
Other
Marsh or swamp
soils that could have been shown at a more detailed scale.
Mine or Quarry
0
Miscellaneous Water
®
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
4W
Severely Eroded Spot
fj
Sinkhole
7
Slide or Slip
4.-"
Sodic Spot
Soil Map—Ashe County, North Carolina
(JEFFERSON LANDING POND)
MAP INFORMATION
Date(s) aerial images were photographed: Oct 22, 2010—Mar 17,
2011
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 4/10/2015
1" Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
Stony Spot
Warning: Soil Map may not be valid at this scale.
,4
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
Other
soils that could have been shown at a more detailed scale.
.•
Special Line Features
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
4.-"
Rails
Coordinate System: Web Mercator (EPSG:3857)
ti
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
-
Aerial Photography
Soil Survey Area: Ashe County, North Carolina
Survey Area Data: Version 12, Sep 9, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Oct 22, 2010—Mar 17,
2011
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 4/10/2015
1" Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Ashe County, North Carolina
Map Unit Legend
JEFFERSON LANDING POND
Ashe County, North Carolina (NC009)
Map Unit Symbol
Map Unit Name
Acres in AOI Percent of AOI
BrB
Braddock gravelly loam, 2 to 8
32.6 7.3%
percent slopes
41.5 9.3%
BrD
Braddock gravelly loam, 8 to 15
percent slopes
CaF
Chandler loam, 25 to 65 percent
55.1
12.3%
slopes
CfD
Clifton loam, 8 to 15 percent
56.3
12.6%
slopes
CfE
Clifton loam, 15 to 25 percent
12.9
2.9%
slopes
Co
Colvard fine sandy loam
15.2
3.4%
EvF
Evard loam, 25 to 45 percent
2.5
0.5%
slopes
FnD
Fannin loam, 8 to 15 percent
77.5
17.3%
slopes
FnE
Fannin loam, 15 to 25 percent
28.1
6.3%
slopes
To
Toxaway loam
79.1
17.7%
W
Water
7.6
1.7%
WaD
Watauga loam, 8 to 15 percent
7.9
1.8%
slopes
WaE
Watauga loam, 15 to 25 percent
25.7
5.7%
slopes
WaF
Watauga loam, 25 to 45 percent
6.1
1.4%
slopes
Totals for Area of Interest
448.0
100.0%
Natural Resources Web Soil Survey 4/10/2015
Conservation Service National Cooperative Soil Survey Page 3 of 3

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