20040758 Ver 1_Complete File_20040510

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P. E. Director
Division of Water Quality

Coleen H. Sullins, Deputy Director
Division of Water Quality

May 17, 2004

DWQ Project No. 04-0758
Wake County
Page 1 of 2

MLC Automotive, LLC
Attn: Linda Leith
5601 Capital Blvd.
Raleigh, NC 27616

Leith BMW, Capital Blvd., Raleigh, NC
UT to Perry Creek [03-04-02, 27-25-(1), B NSW (nutrient sensitive)]

APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS

Subject Property:

Dear Ms. Leith:

You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 38 feet of stream and 5,981 square feet (W) of protected riparian buffers for the purpose of
constructing a road to connect two parking lots at the subject property, as, described within your application dated May
10, 2004 and received by the N.C. Division of Water Quality (DWQ) on May 10, 2004. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.

This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.

Conditions:

1. Erosion & Sediment Control Practices

Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.

North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mall Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h20.enr.state.nc.us/ncwetlands

Leith BMW
Page 2 of 2
May 17, 2004

2. No Waste, Spoil, Solids, or Fill of Any Kind

No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.

3. No Sediment & Erosion Control Measures win Wetlands or Waters

Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.

4. Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.

If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions
are final and binding unless you ask for a hearing.

Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.

Sincerely,

Attachments: Certificate of Completion
GC 3402

Cc: Kevin Martin, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files

DWQ # 040758
Date: May 17, 2004

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S&
EC

Soil & Environmental Consultants, PA
11010 Raven Ridge Road. Raleigh, North Carolina 27614 . Phone: [phone] . Fax: [phone]
www.SandEC.com

401 ~SSUE.O

May 6, 2004
S&EC Project #: 8434.W1

NC-DWQ
Attn: Mr. John Dorney
1617 Mail Service Center
Raleigh, NC 27699-1617

US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Road, Ste. 120
Raleigh, NC 27615

040758

RE: Nationwide Permit 39/401 Water Quality Certification
Leith BMW Site WETLANDS /401 GROUP
Raleigh, Wake County, North Carolina

MAY 1 () 2004

Dear Ms. Burdette and Mr. Dorney,

WATER QUALITY SECTION

On behalf of Linda Leith, we hereby request authorization from the US Army Corps of
Engineers to use Nationwide Permit 39 for the subject project to cover permanent impacts
to a stream protected by the Neuse River Riparian Buffers. We also request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the 401 Water Quality Certifications associated with Nationwide Permit 39. A Pre-
construction Notification Application (PCN) is attached, which includes an agent
authorization form and maps.

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The proposed project consists of a permanent impact to a buffered stream from the
construction of a road. The property is located at the northwest comer of the intersection of
Capital Boulevard and Oak Forest Dr., approximately 3/10 of a mile north ofthe
intersection of Capital Boulevard and Spring Forest Rd. The site is approximately 8.123
acres in size and is located within the Neuse River Basin. Please refer to the attached map
(Figure 1) for the project's location on a USGS topographic quadrangle.

On 12 January 2004 Mr. John Dorney of the NC-DWQ visited the site and determined that
the aforementioned channel is subject to the Neuse River Riparian Buffer Rules, (see
attached letter).

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The proposed road will impact approximately ~8 linear feet of stream, and ~,981
~uare feet of Neuse River Riparian Buffer__ which is also elaborated upon in the attached
PCN form. The re-development plans for this site facilitate a need for the internal road
network to be rerouted. The applicant has minimized and avoided impacts to the stream by

Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]

Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

Hickory Office:
622 Coon Mountain Lane
Taylorsville, NC 28681
Phone: [phone]
Fax: [phone]

crossing it close the existing culvert exit point so that the culvert need only to be extended
to provide for the road crossing.

The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require compensatory
mitigation. The stream impacts are necessary in order to construct the road as discussed
above. We believe the applicant has avoided and minimized impacts to the greatest extent
practicable, therefore we do not believe that further compensatory mitigation should be
required by the USACE for this project.

The NC-DWQ's current policy requires written concurrence for impacts to any stream
channel within the Neuse River Basin. NC-DWQ's current policy states that any impact to
streams that are less than 150 linear feet and less than 1/3 acre of buffer do not require
mitigation. Also r,9lld crossings that impact less than 40 linear feet of riparian buffer are ~n
~ctivity according to the Neuse River Riparian Buffer R~les. The buffer impact in
question may be interpreted as an "allowable" activity rather than exempt due to its
occurrence at the rounded stopping point of the buffer. Because stream impacts are less
than 150 linear feet and because less than 40 linear feet of stream were impacted, we do
not believe that compensatory mitigation should be required by the NC-DWQ. Please note
that following construction the site will have less impervious surface than it currently has.
Because the total amount of impervious surfaces will be less than the existing amounts and
because all stormwater on site is being directed into existing "man made conveyances" (i.e.
pipes), we do not believe that this project requires a pre-approved stormwater plan.

Please call if you have any questions.

Sincerely,

%:~in

President

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Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
USGS Site Vicinity Map
Wake County Soil Survey Map
Overall Site Plan
Inset Impact Map
Stormwater Site Plan (DWQ only)
Stream Origin Determination Letter (NC-DWQ)

Office Use Only:

I. Processing

1. Check all of the approval(s) requested for this project:
IZI Section 404 Permit IZI
D Section 10 Permit D
IZI 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

2. Nationwide, Regional or General Permit Number(s) Requested: 39

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: IZI (if considered an exempt buffer activity)

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: D

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: D

II. Applicant Information

1. Owner/Applicant Information
Name: Linda Leith Company: MLC Automotive. LLC
Mailing Address: 5601 Capital Blvd.
Raleigh.NC 27616

Telephone Number: [phone]
E-mail Address: na

Fax Number: [phone]

2. Agent/Consultant 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: Kevin Martin
Company Affiliation: Soil & Environmental Consultants. P A
Mailing Address: 11010 Raven Rid~e Road
Raleigh. NC 27614

Telephone Number: [phone]

Fax Number: [phone]

Page 5 of 13

E-mail Address:[e-mail]
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: Leith BMW

2. T.I.P. Project Number or State Project Number (NCDOT Only): na

3. Property Identification Number (Tax PIN): 1726394355

4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): na
Directions to site (include road numbers, landmarks, etc.): The property is located at the
north west comer of the intersection of Capital Boulevard and Oak Forest Dr., approximately
3/1 0 of a mile north of the intersection of Capital Boulevard and Spring Forest Rd.

5. Site coordinates, if available (UTM or Lat/Long):03505l '43.60"N, 078034'57.39"
(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. Property size (acres): +/- 8.123 ac

7. Nearest body of water (stream/river/sound/ocean/lake):UT to Perry Creek

8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The surrounding properties are developed commercial areas.

Page 6 of 13

The site location is a previously developed commercial site. The stream in consideration has
been previously piped and/or modified with rip-rap.

10. Describe the overall project in detail, including the type of equipment to be used: The
overall project is the construction of a new automobile dealership. The plans include the
expansion of an existing building. parking lots. and roads. More specifically the plans call
for an onsite buffered stream to be crossed by a road that connects two parking lots.

11. Explain the purpose of the proposed work: The purpose of the project is to construct an
automotive dealership to meet the demand in the area and provide access to the properties.

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.
On January 12. 2004. the NC-DWQ determined the subjectivity to Neuse Riparian Buffers of the
channel in the center of the property. (DWQ# 04-0006). NC-DWQ Determined that the
aforementioned channel is subject to the Neuse River Buffer rules from the pipe that exits under
the parking lot to the culvert under Capital Blvd. At a site meeting with S&EC and the project
engineer John Dorney of DWQ stated the road crossing would be exempt from buffer and 401
requirements if impacts were less than 40 linear feet.

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 plans are anticipated at this time.

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

Page 7 of 13

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.

1. Provide a written description of the proposed impacts: The proposed road will connect two
existing paved areas. It will cross the UT to Perry Creek, iust east of the current exit point of
the pipe that runs underneath the parking lot. The applicant proposes to add an additional 38
feet of pipe (42" RCP) to contain the stream and allow for the road crossing.

2. Individually list wetland impacts below: na

Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact lOO-year Floodplain** Nearest Stream Type ofWetland***
(indicate on map) (acres) (yes/no) (linear feet)
na na na Na na na

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.tema.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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).

*

List the total acreage (estimated) of all existing wetlands on the property: na
Total area of wetland impact proposed: 0 ac

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Perennial, according
I Culvert for road 38' UT to Perry Creek 3' to DWQ. (Crayfish
crossing was observed in the
stream)

Page 8 of 13

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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc,com,
www.mapqucst.com. etc.).

Cumulative impacts (linear distance in feet) to all streams on site: 38'

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: na

Open Water Impact Area of Name of Water body Type of Waterbody
Site Number Type of Impact* Impact (lake, pond, estuary, sound,
(indicate on map) (acres) (if applicable) bay, ocean, etc.)
na na na na na

*

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc,

5. 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): D uplands D stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.): na

D wetlands
installation of

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): na

Size of watershed draining to pond:

na Expected pond surface area: na

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

Page 9 of 13

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 re-development plans for this site facilitate a need for the internal road network to be
rerouted. The applicant has minimized and avoided impacts to the stream by crossing it close
the existing culvert exit point so that the culvert need only to be extended to provide for the road
crossing. The building expansion required necessitated realignment of the existing crossing
access between the existing dealerships. (see plan)

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://h20.em.state.fic.us/ncwetlands/strmgide. html.

1. 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.
Because impacts were avoided and minimized to the maximum extent possible and are
below DWQ thresholds, we believe that no mitigation should be required. Also based on a

Page 10 of 13

site visit by Jennifer Burdette of the USACE the stream is question was determined to be
unimportant.

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:

Amount of stream mitigation requested (linear feet): na
Amount of buffer mitigation requested (square feet): na
Amount of Riparian wetland mitigation requested (acres): na
Amount of Non-riparian wetland mitigation requested (acres): na
Amount of Coastal wetland mitigation requested (acres): na

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
( federal/ state) land?
Yes D No [gI

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP A/SEP A)?
Note: If you are not sure whether a NEP A/SEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes D No D

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEP A or SEP A final approval letter.
Yes D No D

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

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

Page 11 of13

Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

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 D 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* Impact Multiplier Required
(square feet) Mitigation
1 3,824 sq ft 3 na
2 2,157 sq ft 1.5 na
Total 5,981 sq ft na

*

Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone \,

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.
NA, According to the Neuse River Riparian Buffer Rules road crossings that impact less than 40
linear feet of buffer are considered an exempt activity. However we realize that the buffer
impact in question may also be considered "allowable" due to the fact that the impact occurs at
the rounded end of the stopping point of the buffer.

XI. Stormwater (required by DWQ)

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.
Total acreage of the site is 8.123 acres. The current impervious acreage is 3.850 ac. The
proposed impervious acreage is 3.848 ac. The proposed plan will result in a reduction of
impervious area. The proposed stormwater plan routes storm water to existing man made
conveyances. No onsite stormwater management is required because the impervious acreage has
not increased, (see attached letter from NC DWO), and because no new stormwater outlets are
being created.

Page 12 of 13

XII. Sewage Disposal (required by DWQ)

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.
The proposed building will tie into existing sanitary sewer lines.

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes D No IZI

Is this an after-the-fact permit application?
Yes D No IZI

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).
na

Date
1 only if an authorization letter from the applicant is provided.)

Page 13 of 13

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Me~ O? 04 08:37a

~m. G. Daniel & Assoc.

EllS~"60-75a5

S&
EC

Soil & Environmental Consultants, PA
1 IOIr) Ra_ Rid~ RD~4 . at.lei"h, NonII t_li'" Z1614 . P'IlOIIC; (919) ~,9OIt . JU: 191" 84"~61
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AGENT AUTHOlUZA nON FORM
All Blanks To Be Filled In Bv rh~ ~~t ~downer

NJUM: tv" LC ~To"""'Onl.lE.. 1 L.l- c..

Ad~,: 5~O I C_.l...?IIA.L ~~UOI Rb...LlS..L~~l_ :i!!..'7~/("

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Pcaject N~IXll!'/De-'CripDon: l-t:.llll LLLTV c.aJ~R.- rw~ ~"C-Ll_I,...l! b,.b[;)\'r.o"'-lS

Date: S / ~ I CJ L+

The ~~t of the I\ril\y
U.S. Army Corp$ 01 Engineers. Wilmington Distdtt
P.O. Box. 18W
Wilrl:\ington. NC l8402

AItn:
Fi~ld Office: _~

Re: Wel.l<lnds R1!Iated Consulting and Pennitti.ng

Tc Whom It M.ay Conc@m:

(. the current property ownel', hereby designate and authori7R Soil &. Eo~onmental Con.~ultants. PA to
act in my behalf as my agent in tM processing of permit appbtatiotls, to furnish UpOtl requP.!it
supplemental inFormatio.n in ~'Upp01t oi applicatio"" etc. froln tbis day 1ot'Ward. The ~ ~ ,illy of
tvtA.Y , z..oo~

This notification su.pIUSQd~$ any pre-vioU& (orresp<mdence concemIDg thE agent lor this projel:t.

NOTICE: 'this a.Ulhorizatiol\. for 1i.1bility a..d prnfttllioaal collltesy J'easoas, is y~d aol, for
r:01temmrDt officials to enter the prDperty when &<C:DlIll'lanied by S.lJC staff. You shallldl c;~ SHe
to .ur.ltnse .. sitf: mteti~ prior to visiting tJw site.

t-\ I... C. ~ ...M.W'O-"'...-c-.. L l. t.
Print fropqrty Owtle~s Name

1(': Mr. JOM Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604

t-'\ \-t.. o...,~,........,,",-.._ LLJ:.. ,
\p ~-~
~operty e'.5' ature '

cc: Mr. ~vin C. Martin
Soil Be Environmental Consultants, PA

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Fax: (~36) S40.1n3~

Cl.done Offi=~
Z!16 Ld'lilillip Ccun. Suire C
eClAC..d. NC 2ll01S
Phone: [phone])
rAM' (7()11) n0-94<<,
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~1?:~e~OO' Figure 1 . USGS Map ~~ .'
Job #. . . Leith Hon~a Site ,
8434 W1 Wilham G. Damel & Assoc, ::l
. Wake Co., NC
Date:
5/3/04
Project Mgr:-+I-- Raleigh East Quadr;~Slle . ~II
Kevin Martin Dated 1993

Soil & Environmental Consultants, P A
11010 Raven Ridge Rd." Raleigh, NC 27614
[phone] " [phone]
Web Page: www.SandEC.com

Project #:
8434.W1
Project
Mgr.: SC

Scale:
1":1320'

Date:
5/04/04

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Figure 1 - Soil Survey
Map

1 Leith Honda Site
William G. Daniel & Assoc.
,wake County, NC

II
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Soil & Environmental Consultants, P A
I 11010 Raven Ridge Rd,. Raleigh, NC 27614
I [phone] r [phone]
i 'f'Veb Page: i,sandEc,com

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LEITH AUTO CENTER
CAPITAL BOULEVARD
WAKE COUNTY, NORTH CAROLINA
SCALE 1'1 = 30' MAY 3.2004

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FOR
LEITH AUTO CENTER

CAPITAL BO~~~~~~ROLlNA
WAKE COUNTY, I MAY 3, 2004
SCALE 1 tl = 200

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EngIneering Architecture
Landscape
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RED By' \i\I1LUAM G, DANIEL, PE
PREPA

SHEET 1 OF 2

JAN-12-2004 16:35 FROM:DWQ-WETLANDS 9197336893

TO: 98469467

P:2/2

Michatl F. Easley. Governor
Willi<lm G. Ross IJ., Se...'Tetary
North Carolina DCjl3f1mlIDt of Euvironmel)t (lnd Natunll Rf;so1lCCes

Alan W. Klimek.". E. DjrtelOr
Oivisioll of Water Quality
Coleetl H. Su11in$, Depl1ty Dirc:ctor
Division of Watcr Quality

January 12, 2004

MLC Automotive, LLC
5601 Capital Boulevard
Raleigh, NC 27616

Dear Sirs:

RE: Stream origin determination
Leith properties - Capital Blvd and Oak Forest Road
DWO It 04-0006
Wake County

On 12 January 2004, I visited the site at Capital Blvd and Oak Forest Road as described
in your application dated January 5, 2004 in order to make a determination whether the ohannel
in the center of the property as well as the one at the comer of Oak Forest Road and Capital
Blvd are subject to the Neuse River Riparian Buffer rules (15A NCAC 26 .0233). Based on this
site visit, the channel in the center of the property is subject to the Neuse River Buffer rules from
the pipe that exits under the parking lot to the culvert under Capital Blvd. The channel at the
intersection of Oak Forest Road and Capital Blvd that is shown on the Wake County Soil Survey
is not subject to the Neuse River Buffer rules since it has been culverted for years.

In a related manner, it is likely that DWa would approve a crossing of the upper end of
the subject stream ohannel since the re-development plans for the property would result in a
need to relocate the internal road network on the property. .As discussed, as long as there is no
net increase in impervious surface on the property after road construction, then on-site
stormwater management wilt not be required by DWQ.

Please call me at 733-9646 if you have any questions-

Cc: owa Raleigh Regional Office
Raleigh Field Office US Army Corps of Engineers
File copy
Central files
Kevin Martin, Soil and Environmental Consultants

66

N. C, Dh'i~;on ofW~I"" QuulllY

'617 Mail Scrvi~ Center

Raleigh. Nonh CllI'olil)a :27699-1617

[phone]

CuStomer Service
).877 -623-6748

NC Division of Water Quality

lIiilV'" g ~n..n"'l..nl~'''I'''''' "''''I''~U'''I,",I''I~, r"''''

Tran 11 Invoice

Type
Invoice

2980 051004

v.JE.i\).NOS , 40~ GROUP
Mfl,'1 1 Oi-DQ4
WAiE.R QUAUT'< SECi\ON

Date:

Date Reference

05/10/04 Permit App.

05/10/04

Balance

$200.00

Check Number:
Check Amt:

Discount

$0.00

016687

16687
$200.00

Pay Amount
$200.00

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LEITH
orFICfS

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HONDA
SERVICE

WETLANDS! 401 G UP

WATER L~liAL' f t ~EC ON

SEDIMENT CONTROL LEGEND

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Revisions

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CONSTRUCTION DlTRANC[

SfDt1f:NT TRAP

VELOCITY rn55/PATOFt

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NOTE:
IMPROVEMENTS AS PROPOSED ON THESE PLANS WILL RESULT IN A
REDUCTION OF IMPERVIOUS AREA BY 48 SQUARE FEET.
CORRESPONDING NITROGEN EXPORT, TOTAL STORMWATER
RUNOFF, AND PEAK RATES OF STORMWATER RUNOFF FROM THE
SITE WILL NOT BE INCREASED ABOVE THOSE OF EXISTING
CONDITIONS.

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TOTAL DISTURBED AREA = 1.25 Ac.

U11UTY INSTAlLATIONS AND OTHrR PUBlIC
FAClLlTlES, INCWDIHG SlDEWAl.KS AND HANDICAP
RAMPS ARE TO BE CQ(llSTkUCTEO ON ALL :1TI~EeTS
AS specIFIED BYefT'f CODE. THE'E' "AClllT!~
HAVE eeeN APPROVED lIY'rHE CITY OF' RALEIGH
AND SHAll BE INSTALLEO UNl..ES$ A. CHANGa: 'S
AUTHORIZED BY WRITTEN APP~OI(A.L PU8UC
SANITARV SI!WCR E4SI!AIlENTS ARE TO B.E
ReCORDED PRIOR TO FINAL ACCEPTANCE,
, SIGNAlTUFUi:

r
CHIEF' etlClNSi;R, ..l-_
OIR. ot PUBUC UTIUllES _
TRAfFIC !!HGINEER
COHSE~VAT10N ENGINeEIL.

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WATERSHED = NEUSE

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OWNER:
MLC Automotive, LLC
5601 Capital Blvd.
Raleigh, NC 27616
[phone]

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CAPrT AL BOULEVARD

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---------------------------------------------

LEITH AUTO CENTER

(SOUTHBOUND LANE)

----------

NOTES:
1. ALL CONSTRUcnON TO BE IN ACCORDANCE WITH CURRENT
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS,
2 BOUNDARY INFORMATION IS TAKEN FROM BOM 1997 PAGE 879
OF THE WAKE COUNTY REGISTRY ENTITLED "MICHAEL 1. LEITH _
5603,5604, &: 5605 CAPITAL BOULEVARD".
3. CONTOURS ARE FlELD SURVEYED BY CAPITAL SURVEY.
4 NO PORTIONS OF PROPOSED IMPROVEMENTS LOCATED
WITHIN 100 YEAR FLOOD PLAIN.
S. EXISTING CHANNEL ON SITE IS NEUSE RIVER BASIN BUFFER
APPLICABLE. BASED ON A LEITER FROM DWQ DATED 1/12104,
DWQ "LIKELY WOULD APPROVE" THE CROSSING OF CHANNEL
AND BUFFER SHOWN ON THESE PLANS.
6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILmES.
7. ALL DlST ANCES ARE TO BACK OF CURB AND FACE OF
BUILDING UNLESS OTIIERWISE SPECIFIED,
8. BUILDING CONFIGURATIONS SHOWN ARE FOR SITE PURPOSES
ONLY, FOR DETAILED INFORMATION ON BUILDING
CONFIGURA TIONS SEE ARCHITECTURAL PLANS,

Proposed Facility Additions
for Rolls-Royce & BMW

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Grading / Drainage /
Erosion Control Rlan
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----------------------

Date

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CAPrT AL BOULEVARD

(NORTHBOUND LANE)

March 8, 2004

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Scale

1" = 30'

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6 OF 8

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LEITH
orFICfS

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HONDA
SERVICE

WETLANDS! 401 G UP

WATER L~liAL' f t ~EC ON

SEDIMENT CONTROL LEGEND

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T[MPORARY ~[R5kJN rnTCH

Revisions

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CONSTRUCTION DlTRANC[

SfDt1f:NT TRAP

VELOCITY rn55/PATOFt

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NOTE:
IMPROVEMENTS AS PROPOSED ON THESE PLANS WILL RESULT IN A
REDUCTION OF IMPERVIOUS AREA BY 48 SQUARE FEET.
CORRESPONDING NITROGEN EXPORT, TOTAL STORMWATER
RUNOFF, AND PEAK RATES OF STORMWATER RUNOFF FROM THE
SITE WILL NOT BE INCREASED ABOVE THOSE OF EXISTING
CONDITIONS.

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TOTAL DISTURBED AREA = 1.25 Ac.

U11UTY INSTAlLATIONS AND OTHrR PUBlIC
FAClLlTlES, INCWDIHG SlDEWAl.KS AND HANDICAP
RAMPS ARE TO BE CQ(llSTkUCTEO ON ALL :1TI~EeTS
AS specIFIED BYefT'f CODE. THE'E' "AClllT!~
HAVE eeeN APPROVED lIY'rHE CITY OF' RALEIGH
AND SHAll BE INSTALLEO UNl..ES$ A. CHANGa: 'S
AUTHORIZED BY WRITTEN APP~OI(A.L PU8UC
SANITARV SI!WCR E4SI!AIlENTS ARE TO B.E
ReCORDED PRIOR TO FINAL ACCEPTANCE,
, SIGNAlTUFUi:

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CHIEF' etlClNSi;R, ..l-_
OIR. ot PUBUC UTIUllES _
TRAfFIC !!HGINEER
COHSE~VAT10N ENGINeEIL.

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WATERSHED = NEUSE

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OWNER:
MLC Automotive, LLC
5601 Capital Blvd.
Raleigh, NC 27616
[phone]

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CAPrT AL BOULEVARD

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LEITH AUTO CENTER

(SOUTHBOUND LANE)

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NOTES:
1. ALL CONSTRUcnON TO BE IN ACCORDANCE WITH CURRENT
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS,
2 BOUNDARY INFORMATION IS TAKEN FROM BOM 1997 PAGE 879
OF THE WAKE COUNTY REGISTRY ENTITLED "MICHAEL 1. LEITH _
5603,5604, &: 5605 CAPITAL BOULEVARD".
3. CONTOURS ARE FlELD SURVEYED BY CAPITAL SURVEY.
4 NO PORTIONS OF PROPOSED IMPROVEMENTS LOCATED
WITHIN 100 YEAR FLOOD PLAIN.
S. EXISTING CHANNEL ON SITE IS NEUSE RIVER BASIN BUFFER
APPLICABLE. BASED ON A LEITER FROM DWQ DATED 1/12104,
DWQ "LIKELY WOULD APPROVE" THE CROSSING OF CHANNEL
AND BUFFER SHOWN ON THESE PLANS.
6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILmES.
7. ALL DlST ANCES ARE TO BACK OF CURB AND FACE OF
BUILDING UNLESS OTIIERWISE SPECIFIED,
8. BUILDING CONFIGURATIONS SHOWN ARE FOR SITE PURPOSES
ONLY, FOR DETAILED INFORMATION ON BUILDING
CONFIGURA TIONS SEE ARCHITECTURAL PLANS,

Proposed Facility Additions
for Rolls-Royce & BMW

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Grading / Drainage /
Erosion Control Rlan
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Date

----.---------------

o

CAPrT AL BOULEVARD

(NORTHBOUND LANE)

March 8, 2004

----------------

---------------------------------------------------------
--- - --------------------------------------------------------
===================---=====================-====-

Scale

1" = 30'

Sheet

6 OF 8

,

-