20020442 Ver 1_COMPLETE FILE_20020326

State of North Carolina
Department of Environment
and Natural Resources , Tk
Asheville Regional Office •
Michael F. Easley, Governor NCE)ENR
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
April 25, 2002
Mr. Ricky Rogers
54 Holly Lane
Asheville, North Carolina 28805
Subject: Review of Rogers-Brevard Road Site
Proposed Stream and Wetland Impacts
DWQ Project No. 02-0442
Buncombe County
Dear Mr. Rogers:
An inspection of the Rogers-Brevard Road site was conducted on March 25, 2002, to review
the proposed impacts to streams and wetlands associated with the car lot construction. The site
visit found that all streams on the site would be considered perennial because of the presence of
aquatic organisms. In accordance with Division requirements stream impacts exceeding 150 feet
in length, require mitigation and site specific stormwater management will also be required if the
impervious area of the project exceeds 30 percent.
Based on our review, stream mitigation as well as stormwater controls will be required.
Therefore, we are placing this project on hold until mitigation and stormwater plans are submitted
and approved in accordance with (15A NCAC 2H.0507 (h)). Also, by copy of this letter we are
asking the Corps of Engineers to place this project on hold.
If you have questions concerning this project or if you need assistance, please call me at
828/251-6208.
Sincerely,
Michael R. Parker
Environmental Specialist
xc: Dave Baker, COE
Matt Sprouse- Design Associates
MEMORANDUM
TO: John Dorney Regional Contact: Michael R_ Parker
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Rickey Rodgers
Project Number 02 0442
Recvd From APP
Received Date 3/26/02 Recvd By Region
Project Type commercial
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F 269.00
39 F-- F7- O N 6-65-? 40,302. 0.20 269
-F c-
r r_-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y (W N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? OQ Y 0 N Recommendation: 0 Issue 0 ISSue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352818 Longitude (ddmmss) 823453
Comments:
Site visit found streams to he perennial. Based on plans impervious area exceeds 30%. See
attached on hold letter
County Buncombe
County2
Region Asheville
cc: Regional Office
Central Office Page Number 1
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Date: `2--
To: ?PRO Steve ViLc. ieil
?FR0 Ken r.v =_
?WaRO Deborah Savr,
?WiRO Joanne St_mnir s
?V'SRO Jenniie-?-Fryfl
aRO Mike Faller
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FILE COPY
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Butler and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.miI/wetiands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.anny.mil/wetlands/regtour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http'//h2o.enr.state.nc.us/newetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application).
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required' for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.arm_y.mil/wetlands/nwpfinalFedRe?pdf Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgccombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Wetlands Restoration Program
1650 Mail Service Center 1619 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service 1 National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 ldlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 13
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 39
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Ricky A Rogers
Mailing Address: 54 Holly Lane
Asheville, NC 28806
Telephone Number: 828-665-6622
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Clay Mooney
Company Affiliation: Design Associates
Mailing Address: 1293 Hendersonville Road, Suite 21, Asheville NC, 28806
Telephone Number: 828-277-7410 Fax Number: 828-277-7410
E-mail Address: ccmooney(a),bellsouth net
Fax Number:
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ro ers-Brevard Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9634-06-37-5968
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): I-26 east to exit 6 (Long Shoals
Road); Right on Long Shoals Road to Brevard Road; Right on Brevard Road; 1.3 miles
on left (1825 Brevard Road) at intersection of Brevard and Ball Gap Road.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 28.69'/ W 82° 34.90'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Vacant residential single-family home
7. Property size (acres): 2.254 acres (subdivided from 8.871 acres)
8. Nearest body of water (stream/river/sound/ocean/lake): Ashley Branch of the French
Broad
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.nc.us/admin/miips/.)
Page 6 of 13
10. Describe the purpose of the proposed work: To allow construction of a parking area for
a new retail auto sales business.
11. List the type of equipment to be used to construct the project: Track Hoe, Level-Spreader,
Front-end loader, and dump truck.
12. Describe the land use in the vicinity of this project: Adiacent land use includes
commercial and single-family residential to the north, industrial/ manufacturing to the
south and east; and single- family residential to the west.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No prior project history exists for the site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
No future permits are anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
WI-1 Dredge (as neces.) .20 No 25 ft Emergent Wetlands
WI-2 Fill Discharge .20 No 25 ft Emergent Wetlands

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: .20 acres
Total area of wetland impact proposed: .20 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
SI-1 Piping/ JB 6 UT to Ashley Branch 1.5 FT Intermittent
SI-2 Piping 143 UT to Ashley Branch 1.5 FT Intermittent
SI-3 Fill Discharge 269 UT to Ashley Branch 1.5 FT Intermittent
SI-4 Endwall 1 UT to Ashley Branch 1.5 FT Intermittent
SI-5 Stream Reloc. 24 UT to Ashley Branch 1.5 FT Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 269 ft
Page 8 of 13
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ?• stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The financial feasibility of the proposed development depends on a minimum SF of parking
area for the retail auto sales The success of the development also relies on visibility and
location The applicant explored other site locations in the vicinity, however, no other sites
are available that meet the development criteria. All impact on the existing perennial
stream (UT to Ashley Branch) is being avoided entirely. No additional waters, fill, or
structures are proposed within this stream. The existing intermittent stream resulting
from a piped storm culvert ender Brevard Road will piped and day lighted in the shortest
distance possible and reconnected to the perennial stream. Any new stream channel
created will be constructed to match both the profile and carrying capacity of the stream it
is replacing All re-vegetation will be of local, native stock. New stream channel
construction will be done in the dry as much as possible to reduce sedimentation
downstream Storm drainage from the proposed development will be routed through a
? wetlands
installation of
Page 9 of 13
piped system and will be directed to a detention/ sediment basin before re-entering the
perennial channel. The detention basin will have a control structure to reduce the flow
back to pre-development standards as well as hold storm drainage to reduce the amount of
suspended solids. The 0.20 acres of emergent wetlands are a result of the intermittent
stream introduced from the Brevard Road culvert. Due to the necessary SF needed for the
development and the narrow nature if the site, all of the wet areas will be filled. Some
dredging of the wetlands may be necessary depending on soil borings and compaction tests.
Every attempt will be made during construction to minimize the impact on the remaining
stream Erosion control measures will meet or exceed state requirements. Construction
within the impacted area will be done as quickly as possible and immediately stabilized to
reduce any erosion or sedimentation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o enr state.nc.us/ncwetlands/strmy,ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation required
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.cnr.state.nc.us/wrylindex.ht . If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
IX.
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 11 of 13
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (s uImpct are feet) Multiplier Mitigation
1 3
2 1.5
Total
Gone t extends out 30 feet perpendtcutar [rom near bank of channel; Gone l extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious surface is 9737 SF (.22 acres) including existing structures and paving
Proposed impervious surfaces include an additional 34,333 SF of paving and 1035 SF of
roof area (including future garage) creating a cumulative area of impervious surface of
45,817 SF (.96 acres) on 2.254 acres. All increased runoff from the property will be.
managed through piped storm drainage, which will be directed to a sediment basin for
suspended solids removal. All storm drainage will then be discharged into existing 48"
CMP. All other runoff will continue to follow its pre-construction course with no increase
in amount of runoff or sedimentation. All graded slopes will be a maximum of 2:1 and will
be stabilized with hydro seeding and/ or a state approved erosion control matting. All
construction will adhere to or exceed the requirements set forth by the North Carolina
Sedimentation and Erosion Control Planning and Design Manual.
Page 12 of 13
XH. Sewage Disposal (DWQ Only)
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.
Property is on sanitary sewer. All sewage disposal is directed to county maintained
wastewater treatment facility. No additional sewer expansion is anticipated for to site.
XUL Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
n..?d
REVISIONS
ROGERS - BREVARD ROAD 30M
y? 1825 BREVARD RD., ASHEVILLE, NORTH CAROLINA
lA- Z ' ffEtTS Aodl!?1!?
}I?1 kLAND PUNNF15
t.
m
a
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L
7]SrM h6
REVISIONS:
ROGERS - BREVARD ROAD •DE_I. N-
AS5.OCi?I?? "?"` 2w
1825 BREVARD RD., ASHEVILLE, NORTH CAROLINA - 04%4*
• I14D1CMf APClltlUTS F
'5-10-02 1 k A N0 eIANNl
NOTES:
Special Subdivision For:
Ricky Rogers N UBJ?PU PROPERTY IS 8.871 ACRES,
1. TO
T? EA
Property of Annabelle H. Parks, Trustee D
B
P.I.N.#9634.06-37-5968 2. DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
Avery Creek Twp., Buncombe Co., N.C. NAIL FOUND IN
Ref Deed Book 2075 Page 386 3. THIS SURVEY
OF BUNCOMBE COUNTY, WHICH HAS AN ORDINANCE THAT REG-

CONTROL CORNER .
ULATES PARCELS OF LAND. WATER METER
WATER VALVES
Alpine Land Surveying, Inc.
4. BALL GAP ROAD AND BREVARO ROAD ARE STATE MAINTAINED,
BURIED CABLE
'
575 New Airport Road Unit #4 AND ARE SUBJECT TO ROAD R/W AS CLAIMED BY THE N.C.
DEPARTMENT OF TRANSPORTATION, DIVISION of HIGHWAYS. MARKER
Fletcher, N.C. 28732 ( 828) 684-4500 '
Stephen T. Paul, P.L.S. ( FAX) 684-5080 S. THE PROPERTY SHOWN HEREON IS ALSO SUBJECT TO ANY
ADDITIONAL EASEMENTS, R/WS, AND / OR RESTRICTIDNS
BURIED CABLE
Date: November 14, 2001 Map No. 9634-D6-02 OF RECORD.
INV ELEV 956 9 MARKER
ILCATM SKETCH - NOT TO SGLLE
TELE. RISER
CABLE SEWER M.H.
IR
HYD.
1/2" IRON PIPE /
FOUND '
EXISTING UT---,
TO ASHLEY
IBRANCH
I (277 LF
INTERMITTENT
STREAM)
100
o
°I o
°CIO
?I
WI _ _
EXISTING
48' C.M.P.
,- I
00
? N
(n ?
I

B. MAP REVISED ON NOVEMBER 28, 2001, TO SHDW DIVISION / 36" BOX
OF PROPERTY INTO TRACTS ONE AND TWO. l i 1
7. NAP REVISED ON FEBRUARY 2B, 2DO2, TO SHOW ADDITIONAL II CULVERT
TOPOGRAPHIC INFORMATION AND LOCATION OF WETLANDS. LIGHT POLE
18" CMP
INV OUT (VIF) C
RAP ? ??° ?
D
RED PR *?' ?C3? = ' ?g66 1
t+v
`- ?I //??))ll1? a rn R otic i p.
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/ II
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00
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00"Y ? 011,;??1????`\\ ?.254 At-RES
95r LIMIT 0F WETLA DS \\l _ , =
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/yam _
111 fl - -Bb6_ _ - :950 ?? EXISTING LIT To
ASHLEY BRANCH
I? 0" (PERENNIAL) ` _ - -q?'-? 7 G _ _ 1
.`
6.617 ACRES 6--
EXISTING CONDITIONS
0 20' 40' 80' 120' NORTH
D m
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CONDITIONS
I
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L-1
03120r2002
Project Address:
1825 BRfYARD ROAD
A5HEVILIE, NC
Owner
RICKY A. R06ER5
54 HOLLY LANE
A51-16VILLE, NO 28505
Contact Person and
Landscape Architect:
Mr. Glad Moore
Design Associates
22 5. Pack sq., Ste. 304
Asheville, NG 25501
Phone: [phone]
Site Data:
PIN: 9634-0(731-5965
TOTAL ACREAGE = 2154 Ac.
PRDP05FD U5E: RETAIL AUTO 5ALE5
DI5'NR9ED AREA = 159 Ac.
TOTAL IMPERVIOL6 AREA = 0.96 Ac.
MAT
JUNCTION BOX
'TIE EXISTING 36" CMP AND
15" CMP INTO PROPOSED
JUNCTION BOX. COORDINATE
SIZE AND LOCATION OF
JUNCTION BOX WITH NCDOT.
INV. IN 465.1B (YIP)
INV. OUT: MATCH TO /
EXI5TING 56" CMP
(VIF)
TOP.=11513
INV.=454.0 (VIF)
TELE. RISER
SEWER M.H.
BURIED CABLE
HYD.
1/2" IRON PIPE
FOUND
?--, INV.=451.0 I
SEDIMENT BA51N/
DETENTION BA51N
MIX22' TOP/
(001X10' BOTTOM)
3 DEEP I -
b CONCRETE ENERS`( O I
- DI551PATOR

t 8 LF OF EXI5TIN5 UT
TO A5HLEY BRANCH
(INTERMITTENT)
STREAM CHANNEL TO
REMAIN ?, EXISTING
"
C.M.P.
! 48
-I
d? 0 j

? ?
q
S 100
6 . GRAVEL D V

dr I
(VIF) ? R? PO /
BRED PRW'? ?g1
SILT FENCE \
INV, ELEV. 956.9
36" BOX
?I CULVERT
18, CMP
INV OUT (VIF) AC
x \i 1?/ 51-3
36" CMP FULLY COATED
WITH PAVED INVERT NO
,961 GREATER THAN 143 LF
96S 4 18" CURB
?'II
15
HDPE
1i11,/
i11)
!sl
8..
0
s
8
1 l /II II??I _ 969 -4 AND GUTTER
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WATER METER WATER VAL
BURIED CABLE
MARKER Y
,2.254 AZ`RES

1
LIGHT POLE
LIMIT5 OF
DISTURBANCE 1
1
\ 1
1
1
EXIS?ING
GARAGE

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18" HOPE kv 60>` INV.=4515 (VIF)
INV. OUT TO MATCH
EXI5TIN6 CHANNEL ARMORIN5
INTERMITTENT -RIP RAP TO ECOIDES OF
STREAM CHANNEL ENDWALL
-LIVE STAKIN& AND SEEDINS TO
EXI5TIN6 STREAM. SE NOTES
ON SHEET L-4

\ I .. --?S
-EXISTING UT TO
ASHLEY BRANCH
(PERENNIAL)
STREAM RELOCATION r-
2. OF NEW ?i 5
57REAM CHANNEL TO
MATCH EXISTING
Ai
GRADING
DOUBLE ROW 2 DRAINAGE
51 LT FENCE AND
(ALONe TOE of EROSION
- - _ - X596 CONTROL
PLAN
6.617 ACRES 0-16--
LIMITS OF
DISTURBANCE
z
0
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN L-2
0 20' 40' 80' 120' NORTH
03!20/2002
LAY00r NOITE5o
1. THERE ARE NO OVERLAY ZONE!5 ON THI5 PROPERTY.
2 TH15 PROPERTY 5 NOT LOCATED WITHIN A FLOOD HAZARD ZONE
3. ALL DRIVE 15LE5 TO BE PAVED WITH HEAVY DUTY PAVENffIT.
REFER TO DETAIL 1/L-4.
4. ALL PARKING 5TALL5 TO BE PAVED WITH LIGHT DUTY PAVB4ENT.
REFER TO DETAIL 82-4,
5. ALL DRIVEWAY AND ENTRANCE CONNFLTIONE, a B. ELT TO NGDOT AND
LOCAL A6EWY APPROVAL5.
6.00 NOT 5GALE FROM DRANNIG5.
1. ALL DINE351015 ARE TO FACE OF CURB,
UNLESS OTHERWISE NOTED.
6. REFER TO ARCHITECTURAL DRANN55 FOR DIMENSIONS OF BUILDIN66.
9. ALL ANGLES 90' LNLE55 OTHERWISE NOTED.
10. VERIFY LAYOUT IN FIELD.
IL GONTACT LANDSGAPE ARGHITEGT IF GONFL.ICT5 OR AMBI6UITIE5 ARISE.
AM5I6UITIES ARISE.
INV OUT (NF)
Ro Ro g? ? L° 6
BR?? NWT . 1 ??k
+ ` \t-4
1 ? \' \' ? 12' EXISTING 1
?\ ? / / ?// \ RI' 8•-4•' EXIUSE ? GARAGE 5 -8 I
FUTUM
0p(p?
L15HT DUTY
-3 PAVEMENT ?
HEAVY DUTY
-3 PAVEMENT
T-EXISnNC UT TO ?S 89S M T77g-o -s-
ASHLEY BRANCH
(PERENNIAL)
rINV. ELEV. 956.9
J 36" BOX
?(((? CULVERT

WATER METER WATER VALVES
BURIED CABLE
MARKER
bl,h
.'LIGHT DUTY
+ PAVEMENT -3 .

NAIL FOUND IN
ASPH. (
CDNTROL CORNER .
BURIED CABLE
MARKER
12 ALL CURBING AND WALK5 TO BE 4,000 P51 CONCRETE. 18' CMP
TELE. RISER
CABLE SEWER M.H.
- FIRE
HYD.
- -- 1/2' IRON PIPE /
. _ + FOUND ?
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I-
SU9GRADE
CURB HE15HT--
DOWN FLUSH WITH
PAVEMENT LAST 3 FT
SITE AND
HEAVY BUT`( FAVEMENT z LIGHT DUTY FAVEMENT LAYOUT PLAN
L-3 Not to Seale L-3 Not to Scale
0 20' 40' SO' 120'
0
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03/20/2002
ENATgN?E E C°FlL1ER NTH
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STORM DRAIN STRUCTURE 5GHWULE
5,R)CT, 5TRLGT. BOX CON5TRIKTION FRAME 4 5RATE C.OJER
NEHBER TYPE
`'D•I END -
SECTION
57.2 G NCDOT 57D F 64002 WDOT STD F 540.CSG. TYPE T:'
SD•5 GI NCDOT STD F 640.02 NCDOT 57D 6 640LSG, TYPE T,
WESTITILMOL 9 FOR PRECAST CONCRETE STRLGTI,RES WLL BE CONSIDERED, FROVIDED
MAKFACTLRet AND 5TRDTURE HAS 5e1 N APPRO eY NCOOT. L1KEM5E FOR 5ift'nNi C 5
FOR FRAMES AID &RATES.
STANDARD SIM ARE REOLIKED 0 16' OL MERE DEPTH OF 5MXnppS EXCEED 3'.
is • JINGnON BOX
EN a END'HALL
O < 0.R5 INLET
SO, a STORM DRAM STRLGII.RE
51? • STREAM IMPACT STWCTURE (DEWBNATION FOR ARMY CORD OF ENSINEERS AND NCDEMR VA O)
F6AgpglN. FlLTEA
7D BECBURED
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TRENCH WIDTH OF
--BRACE AS
NECESSARY
I
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ANT
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3 TEN°ORAR1' 5EDIMENT 5A51N
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e CONCRETE =NERDY D1551PATOR
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5EONENi CONTROL - SITE W,RK 5EQENGE
K11E, COMPACTOR MAY RFG16T MINOR MAODIFIGATIONS CONCH WLL
FACILITATE HORK W tOLM SAOMFIGINS FRDSION CO-M AID 5FDPENI
roNTRaL.
A INSTAL iEPORARY SILT FENCE
B NSTALL TEMPORARY VINO MAT.
C.IPEN NSTALATION OF EROSION CONIROL'EASURES. RHAE57 ON-
SITE PRE CONSTRLGTION MEETINS AID WSPELTION FL APPROVAL ST THE UTY
OF SLNSO W COUNTY EROSION CO`R(L OFFICER.
D IRVN APPFW.AL, BC6N CLEARINS, DPnOLITKM AD GeAON9 WO K
].
A cn. IN5- AN ION OF NEH STORM ARAN LJIf FROM SiRLiWE S-I i0
5 IN57AL INLE PR T15DIJ TIRE A9A
B INSTALL ItA£T NSTRM TION ANNE
C. I STALL S NEE STREAM GN4NEL !S-bl 410 BAK AaFgtINS
O INSTALL SEDh AND BASIN
E. MSTALL ME AID GUTTER MO SIDS PARKING AREAS.
F. E AREAS WERE 6RAON6 5 cOIRETE, g5N ES,ABIWtEM a LEIPORAar
E. MA TIVE TE-O
E ZN112 LL OR- SLTF6GEDT G.WNT OUT
WEN I/2 FlLL OR AFTER MNY.R STOIM FAANT
7.
A PAVE PARKINS AREAS
P EE61N E SILT P FENi OF I{ipRAtRM vE[ETAiION VJJER
C. CEOw' SETTAOLS
p ODNREIE E51ABI,.GWT311 OF PERIAIE1:f VESETATN7N EOVEP.
NOTES
I COKTRACTOR RCd'OC'S E FOR EROSIO+ CONTROL OF 0I"SITE
BORROW PITS, t DISPOSAL AREAS IF RNOARED M-F55 RELEASED OF
RESPoWIByITY BY OWER N WLTINS.
7. TEMPORARY VESETATIOH SHALL EE SEED AND MA-C 4W - 5
EDNKNG OATS FOLOWNS COPLETION OF ANY PHASE OF GRAON ,
5. BRATS ALL AREAS NOT PAVED, BUILT CR LAMI5GAPE0.
4, MD MAT. 6- RAEROAD BALLAST ONM ALTER FABRIC.
5 HATER SINE TO CONTR0. OUST DI]IRI1R5 PERIODS OF PRY WEATHER.
6. PROJECT WLL EE COMP.FEp N ONE PHASE WTN AN ESTIMATED COISTRGtION
PERIOD OF A MONTHS FROM TIE ISSIAILE CF GRAPAIS. STATE AND FEDERAL
REBLLATORY AID BLA INS PERM TS. NTTIFGATIDN OF ANY C,IANSE M SGYE9U.E
TIUT WL EFFSCT TIE SEWENCE STATED ABOnF 5NAL BE SIMOITTED TO
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STREAM RELOCATION NOTES:
U ALL EXCAVATION FOR GREEK RELOCATION 15 TO BE VONE'IN THE DRY'
2)A STATE APPROVED BIODEGRADABLE FABRIC, HU HERB SEED MIX SHALL BE
IN5TALL-W FROM TOP OF BANK (BANKFULIJ TO EDGE OF FLOODPRONE AREA.
5) LIVE STAKE WITH A LOCAL 5OURCE OF BLACK WILLOW (SALIX NISRA) ALONG
5TRAISNIT PORTION OF THE RELOCATED STREAM CHANNEL.
4) AVERAGE STREAM CHANNEL SLOPE SHALL BE .0055 (D04 TO D055) WITH AN
AVERAGE OVERALL STREAM VALLEY SLOPE OF DOS (0045 TO .006)
5) CONTACT LANDSCAPE ARGHITEC'Y FOR INSPECTION AND APPROVAL AFTER MAIN
VE BEEN CONSTRUCTED. VERIFY FOR
E
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EA EROSION
AM C A
1
ATE SLOPES ALONG
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b) CONTACT LANDSCAPE ARGHITEGT IF ANY PROBLEMS OR AMIBISUITIES ARISE CONTROL
DURING GONSTRLI-TION. D C E AI LS
DEMOLITION NOTE5: AND
I. ALL VEGETATION AND STUMPS ARE TO BE REMOVED FROM THE 517E AND
D15PO5ED OF ACOORDIW' TO GOVERNING AGENGIE5 REGULATION5. NOTES
2. CONTRACTOR TO DISPOSE OF BUILDING DEMOLITION DEBRIS ACGORDINS TO
STATE, FEDERAL AND LOCAL ISOVERNING AGENCY REGULATIONS AND AT AN
APPROVED LOCATION.
S. COORDINATE REMOVAL OR RELOCATION OF OVERHEAD OR UNDERGROUND
UTILITIES WITH APPROPRIATE AGENCIE5.
VTILIT'1• NOTE5: O
I. CONTRACTOR 15 ADV15EP OF THE POSSIBLE PRESENCE OF UNNOTED W
UNDERGROUND UTILITIES. >
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR C
TO BIDDING, NOTIFY ENSINEER IMMEDIATELY OF ANY CONFLICT OR
DISGREPANGY.

5. CONTRACTOR SHALL RESTORE ANY NOTED OR UNNOTED UNDERGROUND UTILITY
DAMAGED BY HIS OPERATIONS AT HIS OWN EXPENSE. EXEROISE DARE IN
LOCATING ALL UTILITIES PRIOR TO GOMMENGING OPERATIONS AND DURING WORK L 4
IN PROGR-ES5
4. FOR DETAIL5 AND DIMEN51ON5 NOT 5140 N IN AND AROUND THE EUILDINy5, SEE 0 3/1 91200 2
ARCH;TECTURAL AND 5TRUCTURAL DRAWINGS.
A WIDS W
1/2' MESH CORE so,EEN
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IMTOCAIPEARrHITECTS
& LAND PLANNERS
r1fJMarch 21, 2002
02044
NCDENR
Division of Water Quality
401/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Mr. St. John:
Enclosed please find 7 copies of the Pre-Construction Notification application for the
Rogers-Brevard Road project Iin Asheville, NC. Attached are required site maps,
construction drawings'and details, and a check in the amount of $475 to the Department
of Water Quality,
If there are-any questions concerning this information or project in general, please
contact me at [phone].
Sincerely,
Matthew B. Sprouse
1293 Hendersonville Road 40 Suite 21 'W Asheville, NC 28803 W 828-277-7410 o Fax [phone].