20140049 Ver 1_401 Application_20131213

ENV
January 8, 2014
Ms. Tasha McCormick
USACE
Asheville Regulatory Field Office
151 Patton Ave, Rm 208
Asheville, NC 28801 -5006
RE: Crest Mountain Development
Woodfin, NC
Dear Ms McCormick:
3764 Rominger Rd
Banner Elk, NC 28604
Ph: 828 - 297 -6946
Fax: [phone]
e -mail: wccJv @skybest.com
Enclosed is an application for NWP 29 for the referenced residential development project. The Owner
is Gated Communities at Crest Mountain, LLC with contact listed as Kevin Reese. John Was with ENV
Inc. is the agent, (authorization letter included with PCN) and has prepared this application. Copies of
this PCN have been mailed to both DWR (5 copies with check for $240) and NCWRC.
If you need to schedule a site visit please contact me. Please include ENV Inc. on the copy list of all
correspondence for this project. If you have any questions regarding this information please call me at
828 - 297 -6946, thank you.
Sincerely,
John C. Vilas
President, ENV Environmental Consulting Services Inc.
Cc: Mr. Dave McHenry, NCWRC
Mr. Travis Maxwell, PE, Brooks Engineering
DWR, Central Office Y
Mr. Kevin Reese
L9
d
DEC .1 4 2014
hillanein ,, t — A&
i
• »s
Enclosed is an application for NWP 29 for the referenced residential development project. The Owner
is Gated Communities at Crest Mountain, LLC with contact listed as Kevin Reese. John Was with ENV
Inc. is the agent, (authorization letter included with PCN) and has prepared this application. Copies of
this PCN have been mailed to both DWR (5 copies with check for $240) and NCWRC.
If you need to schedule a site visit please contact me. Please include ENV Inc. on the copy list of all
correspondence for this project. If you have any questions regarding this information please call me at
828 - 297 -6946, thank you.
Sincerely,
John C. Vilas
President, ENV Environmental Consulting Services Inc.
Cc: Mr. Dave McHenry, NCWRC
Mr. Travis Maxwell, PE, Brooks Engineering
DWR, Central Office Y
Mr. Kevin Reese
L9
d
DEC .1 4 2014
hillanein ,, t — A&

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y
Office Use Only:
Corps action ID no.
o
DWQ project no.
Applicant Information
Form Version 1.0 November 2008
1.
Processing
Page 1 of 13
PCN Form — Version 1.0 November 2008 Version
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DEC 1 4 2014
Pre - Construction Notification (PCN) i rm
A.
Applicant Information
Xl
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
FZSection 404 Permit El Section 10 P erm
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Crest Mountain
2b.
County:
Buncombe
2c.
Nearest municipality/ town:
Woodfin
2d.
Subdivision name:
Crest Mountain
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name on Recorded Deed:
GATED COMMUNITITES AT CREST MTN LLC
3b.
Deed Book and Page No.
5005/0515
3c.
Responsible Party (for LLC if
applicable):
Kevin Reese
3d.
Street address:
Owner Address: 2323 NE MARLBERRY LN
3e.
City, state, zip:
JENSEN BEACH, FL 34957
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.0 November 2008 Version
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DEC 1 4 2014

Section A Applicant Information, continued
4
Applicant Information (if different from owner)
4a
Applicant is
® Agent ® Other, specty Kevin Reese is the property manager and ENV -ECS,
Inc is the authorized agent
4b
Name
Kevin Reese
4c
Business name
(if applicable)
Ark Development of NC, LLC
4d
Street address
PO Box 18359
4e
City, state, zip
Asheville, NC 28814
4f
Telephone no
(828) 348 -8014
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
John C Was
5b
Business name
(rf applicable)
ENV -ECS, Inc
5c
Street address
3764 Rommger Road
5d
City, state, zip
Banner Elk, NC 28604
5e
Telephone no
828 297 6946
5f
Fax no
5g
Email address
iohn@env -ecs corn
Page 2 of 13
PCN Form — November 2008 Version

B
Project Information and Prior Project History
1
Property Identification
la
Property identification no (tax PIN or parcel ID)
962968333100000, 962979706100000,
962978348700000
1b
Site coordinates (in decimal degrees)
35 61454'N - 82 61422W
1c
Property size
120 acres
2
Surface Waters
2a
Name of nearest body of water (stream, river, etc ) to
proposed protect
French Broad
2b
Water Quality Classification of nearest receiving water
B
2c
River basin
French Broad
Page 3 of 13
PCN Form — Version 10 November 2008 Version

Project Information and Prior Project History
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
Crest Mountain is an active gated residential community initiated by its previous owners in the mid -90's Previous owners
declared bankruptcy in 2009 The current owner purchased the project in 2012 At the time of most recent purchase over
twenty parcels had been sold, many with homes built There are currently 28 lots platted for sale and an additional 146
lots being platted for future development At the time of the 2012 purchase, approximately 1 75 miles of paved roads were
completed on the project site, an additional 1 4 -miles of paved roads are in the process of being built At the time of the
purchase in 2012, gas, sewer, water, and electrical utility line infrastructure was installed alongside existing paved roads
Utility infrastructure is being extended alongside newly paved roads
Surrounding land use in the vicinity of the project includes rural residential, commercial, and public recreation areas The
French Broad River is located less than one mile north of the project boundary and the City of Woodfin is located
approximately two miles northeast of the project boundary
3b
List the total estimated acreage of all existing wetlands on the property
014
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
1,445
3d
Explain the purpose of the proposed project
As part of the Crest Mountain development, the purpose of the stream crossing is to provide access to five residential lots
(92 -96) Access to these lots is restricted due to property ownership and topographic barriers, necessitating this stream
crossing project
3e
Describe the overall project in detail, including the type of equipment to be used
ENV -ECS, Inc staff completed a site visit on Dec 13, 2013 The project site was observed as having had grading work
performed for new road construction with an area cleared up to the stream banks and the installation of a temporary 6 "x
40 If plastic drain pipe in the stream channel at the proposed crossing Additionally, a V long nprap check dam with silt
fence was installed in the stream channel below the area of grading
ENV -ECS, Inc completed an assessment at the project site and classified the stream channel as UT- French Broad River,
a jurisdictional water of the US The project engineer, Brooks Engineering out of Asheville, NC has designed an
appropriate sized culvert with drop inlet for the proposed stream crossing (see 2 attached detail sheets) The new culvert
will be an 18" x 48 if HDPE with a 4 17% slope The proposed culvert invert will be 7' below the nm elevation of the drop
inlet in order to reduce pipe slope and outlet velocity Below the proposed culvert, disturbed areas adjacent to the stream
will be seeded and stabilized
Proposed work will be completed as follows Erosion control measures will be installed per aproved plans Above the
project site a temporary sandbag diversion with a pump around or alternative measure will be setup, so all work can be
performed in the dry Contractor will rough grade, install drop inlet, pipe and outlet protection Once all work is complete,
the temporary diversion will be removed All disturbed areas will be stabilized with an erosion control seed mixture which
will be applied with a tackifier and fertilizer to ensure successful germination
Typical equipment will be used in performing work at the project site including track hoe for grading work, dump truck for
transport of materials, and bull dozer for final grading
Page 4 of 13
PCN Form — November 2008 Version

Project Information and Prior Project History
4
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past?
4b
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
Agency /Consultant Company ENV -ECS, Inc
Four streams were delineated NS -1, NS -2, NS-3, NS-4
4c
If yes, who delineated thejunsdictional areas?
Total stream length on property 1,445 If
Name (if known)
Five wetland plots were assessed 1, 2, 3, 5, 6 Total
wetlands on property 0 14 -ac
Other
4d
If yes, list the dates of the Corps junsdretional determinations or State determinations and attach documentation
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
6
Future Project Plans
6rb
this a phased project?
❑ Yes ® No
IfIs
yes, explain
Page 5 of 13
PCN Form — November 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your protect (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
Type of wetland
Forested
(Corps - 404, 10
Area of impact (acres)
Permanent (P) or
impact
(if known)
DWQ — non -404, other)
Temporary
W1 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
W6 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ 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
Stream impact
Type of
Stream name
Perennial (PER) or
Average stream width (feet)
Impact
number -
impact
intermittent (INT)?
length
Permanent (P) or
(linear feet)
Temporary (T)
S1 ❑ P ® T
Fill
UT- French Broad
❑ PER ® INT
3
5
River
S2 ® P ❑ T
Culvert
UT- French Broad
❑ PER ® INT
3
54
River
S3 ❑ P ®T
Fill
UT- French Broad
❑ PER ® INT
3
5
River
S4 ❑P ❑T
[J PER E] INT
S5 ❑ P ❑ T
❑ PER ❑ INT
S6 ❑P ❑T
PER El INT
3g Total stream and tributary impacts
64
3h Comments Temporary fill impacts are associated with pump around operation which will place sandbags or similar non -
erodible material in the stream channel to temporarily block flow through the work area Permanent impacts inlcude 6' wide
drop inlet and 48 If culvert Temporary fill impacts from erosion control measures placed in stream channel are to be
removed
Page 6 of 13
PCN Form — Version 1 0 November 2008 Version

C Proposed Impacts Inventory, continued
4 Open Wafer 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 en water impacts below
4a
4b
4c
4d
4e
Open water
Name of
impact number
waterbody
Type of impact
Waterbody type
Area of impact (acres)
— Permanent
(if
(P) or
applicable)
Temporary
01 ❑ PEI T
02 ❑ PEI T
03 ❑P ❑T
04 ❑ PEI T
4f Total open water Impacts
4g Comments
Page 7 of 13
PCN Form — November 2008 Version

C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
If pond or lake construction pro osed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded i
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 y ou MUST fill out Section D of this form.
6a.
❑ Neuse El 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 (square
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
feet)
(square feet)
or Temporary
required?
T
81 ❑P ❑T
E3 Yes ❑No
B2 ❑P ❑T
El Yes El No
B3 ❑P ❑T
El Yes El No
6h. Total buffer impacts
6i. Comments:
Page 8 of 13
PCN Form — November 2008 Version
Formatted

D
Impact Justification and Mitigation
1
Avoidance and Minimization
1a
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The stream crossing is intended to provide access to five lots, 92 -96 Access to these five lots cannot be achieved
utilizing an existing stream crossing located 300' below the proposed crossing due to steep topography, the new road
would be over steep and not practical Access to these five lots cannot be achieved by extending Birdseyeview Rd ,
located above the proposed crossing, due to steep topography below this existing road Access to the five lots cannot be
achieved by coming in from the intersection of Birdseyeview Rd and Destination Dr because the property which would
be crossed is deeded as community open space with existing amenities
Drop inlet proposed to provide grade control at pipe inlet and prevent headcut Pipe slope will be reduced by lowering
inlet elevation, this will reduce outlet velocity, allowing for minimal nprap at outlet
1 b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Pump around operation during culvert and drop inlet installation will assure work is performed in the dry Sift fence will be
installed below proposed stream crossing along stream banks as an appropriate erosion control measure All disturbed
areas will be seeded with an erosion control mixture to ensure stabilization once work is complete
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 ® No
impacts to Waters of the U S or Waters of the State?
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c
If yes, which mitigation option will be used for this
Payment to in -lieu fee program
projects
❑ 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 - npanan wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5
Complete if Using a Permittee Responsible Mitigation Plan
Page 9 of 13
PCN Forth — Version 1 0 November 2008 Version

D Impact Justification and Mitigation, continued
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ 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
Reason for impact
Total impact
(square feet)
Multiplier
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
Total buffer mitigation required
6c 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)
6d Comments
Page 10 of 13
PCN Form — November 2008 Version

E Stormwater Management and Diff use Flow Plan (required by DWQ)
1 Diffuse Flow Plan
1 a Does the project include or r. it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b If yes, then is a diffuse flow plan included?
❑ Yes ❑ No
2 Determination if the Project Requires a Stormwater Management Plan
2a Does the project require a Non -404 Jurisdictional General Permit'?
❑ Yes ® No
2b Is the project subject to General Certification 3704 or 37059
❑ Yes ® No
3 Determination of Stormwater Review Jurisdiction
3a Is this project subject to any of the following state - implemented stormwater
❑ Coastal counties
management programs (check all that apply)?
❑❑ HQW
If so, attach one copy of the approval letter from the DWQ and one copy of the
❑ Session Law 2006 -246
approved stormwater management plan
❑ Other
3b In which local government's junsdiction is this projects
Town of Woodfin
3c Is this local government certified to implement a state stormwater program?
❑ Yes ® No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved)
4 Information Required for DWQ 401 Unit Stormwater Review
4a What is the overall percent imperviousness according to the most current site plan?
18%
4b Does this project contain any areas that meet the criteria for "high densely' per
1:1 Yes ®No
General Certifications 3704 and 3705
4c If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan
4d Has a completed BMP Supplement Form with all required items been submitted
❑ Yes ® No
for each stormwater BMP?
Page 11 of 13
PCN Form — Version 1 0 November 2008 Version

F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
lb 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
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) A temporary
6 "x40' plastic drain pipe was installed as part of road construction
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
The project is to provide access to five lots in the Crest Mountain residential development There is no ad joining land for
additional development in which the project could provide access
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
Sewage will be conveyed by sewerime to an offsite municipal sewage treatment plant
Page 12 of 13
PCN Form — Version 1 0 November 2008 Version

F. Supplementary Information, continued
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will his project occur in or near an area with federally protected species or
w
❑ Yes ® No
5b Have you checked with the USFWS concerning Endangered Species Act
P
Yes ® No
5c If yes, indicate the USFWS Field Office you have contacted
❑ Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
httpJAvww fws gov/ raleigh /species/cntylist/buncombe htmt
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
httpJ /ccxna nos noaa gov /products/biogeography /sa -Eft
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
status (e g , National Historic Trust designation or properties significant in
❑ Yes ® No
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
httpJ /gis ncdcr gov/hpoweb/
An unnamed cemetary shows up on the Woodfin USGS topographic quadrangle located approximately on lot 26 No
ground evidence for the cemetary was observed nor any knowledge by the property manager of its existence.
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMAdesignated 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? http / /www ncfloodmaps com/
T d A
Applicant/Agent's Printed Name
plicant/Agent's Signature
(Agent's signature i varid only if an authorization letter from the applicant
Date
is rov�ded
Page 13 of 13
PCN Form — November 2008 Version

Agent Authorization Form
Project Crest Mountain Development
Date: 1 -7 -2014
Property: Crest Mountain Development Project Site
Parcel ID: Buncombe County # 9629 -68 -3331 - 000.9629 -79 -7061 - 000.9629 -78- 3487 -00
DB /Page: 5005/0515
Street Address Destination Dr off Ben Lippen Rd. in Woodfin. NC
Omer: Gated Communities at Crest Mountain. LLC
Address. 2' )23 NC Marlberrv. Ln. Jensen Beach. FL 34957
Phone 828 - 348 -8014
The undersigned, registered property owners of the above noted property. do hereby
authorize Mr John C Vilas of ENV -CCS. Inc to act on my behalf and take all actions
necessary for the processing. issuance and acceptance of this permit or certification and
any and all standard and special conditions attached
I hereby certify the above mformation submitted in this application is true and accurate to
the best of my Knowledge.
Authof ized Signature
rr -'j-anG -er- 1A1
Printed Name
r /7 �
Date

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Stream Table - length
NS -1: 1,308 If
NS -3: 47 If
NS -4: 90 If
TOTAL: 1,445 If
Wetland Table - area
Plot 1: 477 sf
Plot 2: 221 sf
Plot 3: 2,239 sf
Plot 5: 791 sf
Plot 6: 2,499 sf
TOTAL: 6,227 sf/ 0.14 -ac.
Ponds: 2,922 sf
10' Contour Interval. Basemap with elevation data provided N
by Brooks Engineering Associates. Asheville NC. Wetland
plots and stream location data provided by ENV -ECS, Inc. W E
using handheld GPS. Map intended for planning purposes ENV - Environmental Consulting Services, in
only. Not surveyed by a PLS. Map is not a legal document.
S
ENV -ECS Phone: [phone]
1 3764 Rominger Rd. Fax: [phone]
Approximate Scale: 1" =300' Banner Elk, NC 28604 Email: John @env -ecs.com

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Is Pump Around Setup 96 _ e Proposed Stream Crossing
U Temporary Impact 5 If Permanent Impact 54 If
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ENV -ECS Phones: (828) 297
plots and stream location data provided by ENV -ECS, Inc.
Existing Site Water
using handheld GPS. Map intended for planning purposes
only. Not surveyed by a PLS. Map is not a legal document.
Feature Amenity:
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Ponds and
Re- circulating
Constructed Channel
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ENV - Environmental Consulting Services, I
10' Contour Interval. Basemap with elevation data provided
by Brooks Engineering Associates, Asheville NC. Wetland
ENV -ECS Phones: (828) 297
plots and stream location data provided by ENV -ECS, Inc.
3764 Randrger Rd. Fmr. (626) 297 -1
Benner Elk, NC 26664 Emsu:phn®mw -xs.
using handheld GPS. Map intended for planning purposes
only. Not surveyed by a PLS. Map is not a legal document.
Approximate Scale: 1" =60'

I
NEW DR6P INLET
RIM= 2363.00
INV= 2356.00
�eea' ®ee,
e e e
I-
S9
r48LF 18" HDPE
@ 4.17%
96 ■
CD
■ 3 asphalt curb
Date: DATE
Scale: SCALE
OKS Proj. #: 381812
ENGINEERING ASSOCIATES Designed: TMM
Drawn: TMM
17 Arlington Street Asheville, N C. 28801 Checked: TMM
Phone: [phone] Fax: [phone]
www brooksea cam Reviewed: TMM
CREST MOUNTAIN
STORM WATER
WOODFIN NC
Drawing Title: DRAWINGTITLE BSTD -1

RI = 2363.00
--- - -- - Tl-
2360
NEW 48LF 18" HDPE
PIPE @ 4.17%
NEW DROP INLET 1 =2356.00
RIM= 2363.00 -
INV= 2356.00
INV=' 354.0 NE 48LF 18" HDPE
PIPE J@ 4.17yo
2350
12350
0+00 0+20 0+40
Date: DATE
Scale: SCALE
Proj.#: 38181' ,
BRWKS Designed: TMf
ENGINEERING ABBOGIATES
Drawn: TMI
1 7 Arlington Street Asheville, N.C. 28801
Phone: [phone] Fax: [phone] Checked: TMl`
www brooksea com Reviewed: TMI
CREST MOUNTAIN
STORMWATER
WOODFIN NC
Drawing Title: REVISEDSTORMT BSTD-2

Crest Mountain
Buncombe County
NWP 29 PCN Application
December 2013
Photo Sheet
amenity area above the project site (proposed
stream crossing).
Photo Three: View of the newly graded road bed at
the mistakenly piped stream crossing seen in Photo
Two. Proposed new culvert will be installed below
thie rnQA hPA
Photo Five: View looking up
cleared stream corridor
located below pipe outfall
seen in Photo Four. This area
will be stabilized following
culvert installation with an
erosion control seed mixture.
Photo Two: View of stream source at pink ribbon
below ponds seen in Photo One. Proposed stream
crossing can be seen at gravel area in background
where a drain pipe was installed and road crossing
built by the grading contractor. Its to be removed
and replaced with a 18" x 48 if HDPE culvert.
center of photo. To be removed and replaced with
18" x 481f HDPE culvert.
Photo Six: View of temporary fill impacts in
stream channel to be removed. Temporary impacts
of 5 if include rip -rap and silt fence.