20090577 Ver 1_More Info Received_20100113

T Y
Wetland and Natural Resource
Consultants, Inc.
January 11, 2010
N.C. Division of Water Quality
Surface Water Protection Section
Attn: Ms. Susan Wilson
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
i 91?111
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Dg4R. WAfEC QUALITY
WETLANDS AND ST5RMYi,4?ER BRANCH
Re: Highland Forest Development
DWQ Request for More Information
DWQ Project # 09-0577 / Nationwide Permit 29 / Notice of Violation
Haywood County, North Carolina
Ms. Wilson:
This is our written response to your request for more information letter dated
November 10, 2009 for Highland Forest (DWQ Project # 09-0577) in Haywood County,
NC. WNR was granted an extension for this response until January 14, 2010. WNR has
compiled the following information and maps to address the requested information by
DWQ and concerns raised by the Wildlife Resources Commission.
1. Structure at Culvert #1
A cross vane with step is proposed to rectify the historic improper placement of culvert
#1. This cross vane will back water into the pipe and allow for aquatic life passage
using the same specifications used for Culverts #16 and #17. Details are provided in
this packet for Culvert #1 in Additional Information Requested #1. There is a
typical plan view, longitudinal profile, typical cross section, and existing conditions
photos within attachment #1. In order to minimize impact to the stable stream reach
downstream of the proposed structure, the pool will need to be shortened from 19.5
feet to 14 feet (see longitudinal profile typical of Culvert #1). Disturbed areas will be
covered with fiber matting and replanted with native vegetation such as rhododendron
to mimic the downstream riparian conditions. The right bank immediately downstream
of the culvert will be matted and replanted to provide stability and address bank
sloughing concerns of the Wildlife Resources Commission.
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
2. Plans, Specifications, and Sheer Stress Calculations
In the previous submittal, dated September 22, 2009, detailed plan views and
longitudinal profiles showing the proposed specifications for the step pool sequence
were included. Elevation difference between the invert of the structure and the pool
water surface at base flows will be no greater than 1 foot. Minimum pool depth will be
at least 1.5' deep. The previous design illustration did not back water into the culvert;
however, this has been adjusted to address concerns of Wildlife Resources Commission
(See Additional Information Requested #2). There is a longitudinal profile of
culverts #16 and #17, typical boulder step, and typical cross vane with step in
attachment #2. Cross vanes were designed above culverts 16 and 17 in order to
permanently direct base flow through the middle culvert. Shear stress calculations
were used to determine rock size to ensure long term stability of the structures.
Culvert #16. Shear stress was calculated using mean depth. Mean depth = 1.0 feet.
Slope of Culvert #16 = 3.5%. Density of Water = 62.4lbs/ft3. Shear stress at Culvert
#16 = 2.184 Ibs/sq.ft. Using Dave Rosgen's Colorado data and Shield's curve data,
moveable particle size at bankfull, shear stress would be between 176 mm-270 mm.
Culvert #17. Shear stress was calculated using mean depth. Mean depth = 1.0 feet.
Slope of culvert #17 = 10%. Shear stress at culvert #17 = 6.24 Ibs/sq.ft. Using both
curves, moveable particle size at bankfull shear stress would be between 525 mm and
584 mm.
Culvert #1. Shear stress was once again calculated using mean depth. Mean depth =
0.9 feet. (Channel width will be wider here due to less constraints; therefore mean
depth will decrease in order to emulate proper width to depth ratio). Slope of Culvert
#1 = 5.5%. Shear stress at culvert #1 = 3.3 Ibs./sq.ft. Using both curves, moveable
particle size at bankfull shear stress would be between 270 mm and 365 mm.
Rock size will be no smaller than 2.5 feet (762 mm) in diameter at the intermediate
axis. This will ensure the long term stability of the step-pool structure.
3. Monitoring
Monitoring will include an as-built report upon completion of the step pool structures,
along with a 6 month report, 3 year report, and final report at year 5. Additional yearly
inspections will be made and pictures will be submitted to show stability. This
monitoring schedule was presented and discussed during the meeting held July 9, 2009.
However, if DWQ staff determines it is necessary for the developer to provide a report
annually then we will proceed as such.
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
4. Regarding the Revised 401 Application
Part C.2.a. The wetland impacts have been clearly referenced to the site plan.
Impacts 27 through 30 are the wetland impacts on site including the one temporary
impact that was necessary for utility line construction. Please see Additional
Information Requested #4 (attachment 3) for a revised PCN and site plan maps.
5. Regarding the Revised 401 Application
Impact Table. The table has been modified and notes have been added to more
clearly show the currently proposed impacts. The history of the site, including pre-
existing impacts, a previous permit under a different owner, and avoided impacts are
shown in a separate table in attachment 4 Additional Information Requested #5.
6. Regarding the Revised 401 Application
Part E.3.b. After several phone calls with Kris Boyd, Susan Wilson, and Mike Randall
and published map reviews it was determined that the project's built upon areas do not
occur within a regulated Phase II stormwater area. Included in attachment 5
Additional Information Requested #6 is a site plan showing the location of the
Phase II (MSI) area and No Stormwater Program area within the project, a map of NC
Areas Subject to Phase II Post-Construction & Other Stormwater Program
Requirements, and an email from Mike Randall. A minor trout buffer variance was
obtained for the entrance cottage through Haywood County Erosion and Sediment
Control during the plan approval process for the cottage.
7. Regarding the Revised 401 Application
Part F.2.a. This has been corrected. Please see attachment 3 (Additional
Information Requested #4).
Additional Information / Changes
Impact Changes. As we were reviewing tables and maps, we realized that Site #26
was not a new impact. In the original submittal, this site was labeled as "no new
impact", but 30' of impact was mistakenly added in the impact total. As a result, only
one arch or bridge is required. Site #21 will be a 30' culvert instead of an arch or
bridge.
Best regards:
Jennifer Robertson
cc: Ms. Lori Beckwith - USACE
Mr. David McHenry - NC WRC
Mr. Trey Rogers - Highland Forest
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
Additional Information Requested #1
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Additional Information Requested #4
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
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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: Highland Forest
2b. County: Haywood
2c. Nearest municipality / town: Waynesville
2d. Subdivision name: Highland Forest
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Highland Forest Partners, LLC
3b. Deed Book and Page No. Deed Book: 718 Deed Page: 1000
3c. Responsible Party (for LLC if
applicable): Charles Rogers
3d. Street address: 684 St. Andrews Rd.
3e. City, state, zip: Waynesville, NC 28786
3f. Telephone no.: 828-456-7934
3g. Fax no.: 828-452-5860
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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: Jennifer Robertson
5b. Business name
(if applicable): Wetland and Natural Resource Consultants
5c. Street address: PO Box 882
5d. City, state, zip: Canton, NC 28716
5e. Telephone no.: 828-712-9205
5f. Fax no.: 828-648-8802
5g. Email address: [e-mail]
Page 2 of 11
PCN Form -Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 8613-47-1187
1 b. Site coordinates (in decimal degrees): Latitude: 35.434957 Longitude: -82.98111
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: +/- 802 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Browning Branch, Medford Branch
2b. Water Quality Classification of nearest receiving water: C; Tr
2c. River basin: French Broad
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:
Mostly forested with numerous logging roads and a few pre-existing homes. Surrounded by forested slopes, a gravel
mine, some small farms, and low density residential.
3b. List the total estimated acreage of all existing wetlands on the property:
1.57 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
32,121 linear feet
3d. Explain the purpose of the proposed project:
To develop a residential community near Waynesville. .
3e. Describe the overall project in detail, including the type of equipment to be used:
In order to develop the property as proposed there are stream crossings that will be required to access high ground. The
work will be accomplished with typical construction and grading equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ® Yes ? No ? Unknown
Comments: Corps determinations were made within the
original Indian Ridge permit area. (Action ID: 200532756-57)
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: WNR
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
.
9-8-05 (see previously submitted previous permit with JD determination)
5. Project History
5a. Have permits or certifications been requested or obtained for ®Yes
? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
NW 3/39 on 9-8-05 (see previously submitted permit)
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
The project has development phases but no additional property is anticipated to be added at this time.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version
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
W1 ® P ? T Impact #27
fill/culvert herbaceous ® Yes
? No ® Corps
® DWQ 0.03
W2 ® P ? T Impact #28
fill/culvert herbaceous ® Yes
? No ® Corps
® DWQ
0.03
W3 ®P ? T Impact #29
fill/culvert herbaceous ® Yes
? No ® Corps
® DWQ
0.004
W4 ? P ®T Impact #30 herbaceous ® Yes ® Corps 0
03
utility crossing ? No ® DWQ .
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
0.064 (perm)
2g. Total wetland impacts 0.094 (perm and
temp)
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 ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? MIA Q
3h. Total stream and tributary impacts 149
3i. Comments: `See Attached Impact Tables
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3. Stream Impacts
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact
Perennial (PER) Average Impact
number -
Permanent P or
( )
Type of impact
Stream name
or intermittent Type of
jurisdiction stream
width length
(linear
Temporary (T) (INT)? (feet) feet)
? ? culvert UT to Medford PER p Corps
S4 2 P ? T extension Branch ? INT Q DWQ 5 15
culvert Medford
Branch D PER Corps
5
10
S5 21 P El T extension El INT DWQ
culvert UT to Browning El PER Corps

S6 R1 P ? T
extension
Branch
? INT
DWQ 5 20
culvert UT to Browning D PER Corps

S7 2 P ? T
extension
Branch
? INT
DWQ 5 10

El E] P ? T
S13 O
fill / culvert
Browning Branch
2 PER
Corps
5
30
? INT D DWQ
? ? fill / culvert UT to Medford 2 PER Corps 5 30
S21 21 P ? T Branch ? INT El DWQ
? ? arch or bridge UT to Medford 2 PER Corps 8 0
S23 ? P ? T Branch ? INT DWQ
culvert UT to Medford 2 PER Corps

S24 D P ? T
extension
Branch
? INT
0 DWQ 10 14
culvert UT to Medford E] PER 0 Corps

S25 El P ? T
extension
Branch
? INT
El DWQ 10 20
3h. Total stream and tributary impacts 149
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 type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments: not applicable
5. Pond or Lake Construction
If and or lake construction proposed, then 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: not applicable
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse
? Tar-Pamlico ? 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 T impact required?
131 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments: not applicable
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version
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.
All impacts are for road crossings. Most are at existing crossings. Road and lot layouts have been adjusted to avoid impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
One bridge or arched span will be used to replace an existing crossing to minimize impacts to streams.
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

E:1 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: not applicable
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: not applicable
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 ® 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: not applicable
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version
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 ® 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
,
.
Comments:
? Yes ? No
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? less than 6 %
2b . Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: less than 20%, not within Phase II
stormwater regulated area
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Plan not required, but here are impervious calculations:
Total development =798 ac Total impervious=46.65 ac Percent impe rvious = 5.85%
18' wide roads=15.93 ac. 12' wide roads=8.5 ac. 261 lots @ 3,000 sqft=17.97 a c. 53 condos @ 3,500=4.25 ac
? 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? not within Waynesville
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
? Water Supply Watershed
® Other: not applicable
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply El W
_1 0 RW
[
(check all that apply): _
? S
i
L
ess
on
aw 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of a
roval been
pp
attached? ? Yes
? No
S. 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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? 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 ? 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): sediment within
streams from stormwater run-off; pipe replacements were improperty installed but being mitigated with structures
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
dditi ? Yes ® No
a
onal 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.
Individual septic systems.
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?
NC Natural Heritage Program website; FWS corresponding with developer and Corps
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?
Office of Habitat Protection website
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?
NC State Historic Preservation Office website
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:
8c. What source(s) did you use to make the floodplain determination? FEMA website - Flood Insurance Rate Map (FIRMette)

Jennifer Robertson ?t?j?i• ??? January 11,
U 2010
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
PCN Form - Version 1.3 December 10, 2008 Version
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Additional Information Requested #5
Notes on Impact Tables:
The first impact table contains only the crossings or impacts that are directly relevant to
the current 401/404 applications. The second impact table labeled "previous/future",
contains information on many additional sites that are either pipe replacements of the
same length, impacts that were considered but avoided, or impacts that were permitted
under a previous owner in 2005 but not installed.
As we were reviewing tables and maps, we realized that Site #26 was not a new impact.
In the original submittal, this site was labeled as "no new impact", but 30' of impact was
mistakenly added in the impact total. As a result, only one arch or bridge is required.
Site #21 will be a 30' culvert instead of an arch or bridge.
Additional Notes on Previous Owner and Permit:
Of the 142' that Indian Ridge was permitted for in 2005, only 55' was actually installed.
This left 87' permitted but not installed. This 2005 permit expired in March 2007 when
the new NW's were approved. This work was "grand-fathered" through March 2008, but
still did not get installed; therefore, WNR included these previously approved but
uninstalled impacts in the new application. Additionally, these previously approved
impacts changed or were eliminated when Highland Forest purchased the project in 2007.
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A Print Page - NC Areas Subject to Phase II Post-Construction & Other Stormwater Progra... Page 1 of I
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NC Areas Subject to Phase II Post-Construction & Other Stormwater Program Requiren
Map Legend
N Interstates
Local Roads
Secondary Roads
Primary Roads
US Highway
,AJ NC Highway
Counties
1:24K Hydrography (Arcs)
Hydrography
1:24K Polygons
Municipal Boundaries
Stormwater Jurisdiction
Coastal State SW Program
Local Program
¦ State Stormwater Program
No Stormwater Program
¦ Overlapping Programs
Phase U Area
¦ SA waters
The map representations are the best available
as of June 26, 2009. Please check with the local
government (city or county) in your location to
verify specific stormwater requirements.
Areas subject to Stormwater Post-Construction
(Permitting) are based on existing programs and
Session Law 2006-246. NC Division of Water
Quality, 1/5/2010
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Results
Contact : HAYWOOD CO
DENR Region : Asheville
County : HAYWOOD

Permitting None

Basis : No Program Identified

Type: None, Unincorporated area, County
Notes : Verify with local authority
Phase 2 : Not a Phase II area
Jurisdiction: HAYWOOD CO
http://204.211.239.202/stormwaterlprint.aspx?CMD=INIT&XMIN=-83.00817691748861 &... 1/5/2010

Jennifer Robertson
From: Randall, Mike [[e-mail]]
Sent: Tuesday, January 05, 2010 12:23 PM
To: Jennifer Robertson
Cc: Wilson, Susan A
Subject: RE: Highland Forest, Haywood County, Phase II Stormwater Maps
Jennifer,
Pursuant to our discussion and a review of the Highland Forest site plan, it would appear that the
BUA is not within the Phase II stormwater regulated area. As such, the project will not require a
Phase II State stormwater permit. If there are any impacts to streams, buffers or wetlands a
stormwater management plan may be required by the 401 group.
Susan should be able to help with the 401/404 process.
Mike
-----Original Message-----
From: Jennifer Robertson [mailto:[e-mail]]
Sent: Tuesday, January 05, 2010 12:08 PM
To: Randall, Mike
Cc: Wilson, Susan A
Subject: Highland Forest, Haywood County, Phase II Stormwater Maps
Mike,
Thanks again for your time discussing this project with me the past two days. As we discussed
earlier today, attached is a pdf of DWQ's Phase II stormwater map and a pdf of the site plan for
Highland Forest. I have drawn in approximately where the Phase II and non-Phase II areas occur on
the project and labeled them. As I mentioned you can see that the area (+/- 15
acres) within Phase II stormwater jurisdiction will not be developed or disturbed. As such I
understand from you that this project will therefore not be required to submit a Phase II stormwater
permit to you. Please verify my understanding or correct me once you have time to review the
attached maps. The overall impervious coverage for the project is 5.3%.
Thanks,
Jennifer L Robertson
Wetland and Natural Resource Consultants
68 Poplar Street
PO Box 882
Canton, North Carolina 28716
[phone] mobile
[phone] office
[phone] fax

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No. REVISIONS / SUMBISSIONS Date
D %ving 1-die-
Master Plan / Impact Map "Z,
SCALE: 1" 200'
Rojed Name:
Highland Forest
r,. Wetland an Natural Source Consultan ts
LmUm:
0 2 800' 800' 1200' P.O. Box 882 Canton, N.C. 28716 Haywood County, Nord Carolina
828-648-8801
Highland Fort TPC-1002