20031608 Ver 1_Complete File_20030606

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

January 2, 2004
Wake County
DWQ Project # 03-1608

MacGregor Development Company
201 Shannon Oaks Circle, Suite 201
Cary, NC 27511

Subject Property:

Inglewood at Willow Creek (formerly Willow Creek - Phases 3 & 4)

APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules

To Whom It May Concern:

You have our approval, in accordance with the attached conditions, to impact 0,14 acres of wetlands and
0.14 acres of Neuse River Buffers for the purpose of providing lot fill and grading for a residential
subdivision as you described in your application dated December 18, 2003, After reviewing your
application we have decided, this fill is covered by General Water Quality Certification Number 3402,
This Certification allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues
it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B ,0233). In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but
not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA
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 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, This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification, If total wetland fills for this project (now
or in the future) exceed one acre, 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 those listed below.

Conditions of Certification:

1. 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,
2. An additional condition is that no buildings will be allowed in Zone 2 of the riparian buffer.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.em.stale.nc.us/ncwetIands

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MacGregor Development Company
January 2, 2004

Violations of any condition h ein set forth may result in revocation of this Certification and may result
in criminal and/or civil pena~ties, This Certification shall become null and void unless the above
conditions are made condition! of the Federal 404 and/or coastal Area Management Act Permit.

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing,
You must act within 60 days ~f the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to IChapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P,O. Box 27447, Raleigh, N,C. 27611-7447. This certification and its
conditions are final and binditg unless you ask for a hearing.

This letter completes the rei"iew of the Division of Water Quality under Section 401 of the Clean
Water Act, If you have ahy questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.

Sincerely,

JRD/bs.

Attachments: . Certifica e of Completion

Cc: USACE Raleigh RedlatOry Field Office
DWQ Raleigh Regio lal Office
File Copy
Central Files
Sean Clark, S&EC

DWQ # 03-1608

S&
EC

Soil & Environmental Consultants, PA

11010 Raven Ridge Road . Raleigh, North Carolina 27614 . Phone: [phone] . Fax: [phone]
www.SandEC.com

f\L t COP~
401 iSSUED

December 18,2003

US Army Corps of Engineers
Attn: Ms. Andrea Wade
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615

NCDENR-DWQ
Attn: Mr, John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604

WETLANDS 1401 GROUP

RE: Nationwide Permit 39 and Buffer Compliance
Inglewood at Willow Creek (formerly Willow Creek - Phases 3 & 4)
Fuquary-Varina, Wake County, North Carolina
S&EC Project #: 02-5372.01 .0 B 1 ~- 0 f3

DEe 1 9 2003

Dear Ms. Wade and Mr. Dorney:

WATER QUALiTY SECTiON

On behalf of Diehl & Philips, PA (project engineer), we hereby request authorization from the US
Army Corps of Engineers (US ACE) to use Nationwide Permit 39 for proposed permanent
impacts to jurisdictional wetlands resulting from lot fill and grading. In addition, we request
written concurrence from the North Carolina Division of Water Quality that the project complies
with the Neuse Buffer Rules and the 401 Water Quality Certifications associated with NWP 39.
A Pre-construction Notification Application (PCN) is attached, which includes an Agent
Authorization form.

The site is :t 56 acres in size and is located south of Honeycutt Road (SR 2765) approximately
0.58 miles west of its intersection with Highway 55 near Fuquary-Varina. Please refer to the
attached map (Figure 1) for the project's location on a USGS topographic quadrangle.

The purpose ofthis project is to construct a residential subdivision that will meet the demand for
housing in this area. Proposed impacts resulting from lot fill and grading will total 0.14 acre of
jurisdictional wetlands and 6,061 square feet (0.14 acres) to Zone 2 ofthe Neuse Buffers. Ifany
building is proposed in Zone 2 it will require a minor variance.

Residential roads (previously permitted) and houses in Phases 1 and 2 have been and are being
constructed. The Town of Fuquary-Varina has developed a community park along the east and
north property boundary. Mr. Steve Mitchell with the NC-DWQ visited the site to determine the
starting point of the riparian buffers. A copy of Mr. Mitchell's letter is attacheds (NBRRO 00-
306). A jurisdictional determination was approved for this site on February 25, 1998, by Eric
Alsmeyer of USACE Raleigh Regulatory office. Previous permitted impacts related to Phases 1
and 2 road crossings and utilities include 232 linear feet of channel and 0.34 acres of
jurisdictional wetlands (NWP 39 - AID 200120188) and 0.76 acres of wetlands (NWP 12 - AID
2001201887). In addition, the previously mentioned Town of Fuquay-Varina Municipal Park had
previously been considered part of this project and impacts from the park (0.16 acres of wetlands)
were included iIi the cumulative impacts for the above referenced permits, Mr. Todd Tugwell of
the US ACE Raleigh Regulatory office has since ruled that the park is now considered a separate
project because the park has independent utility and is not related to the subdivision.

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

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

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

December 18, 2003
S&EC Project #: 02-5372.01
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Impacts A & B - Buffer Co pliance

The applicant proposes graditg and construction of homes on four lots impacting 6,061 square
feet (0,14 acres) ofNeuse Ri er Buffers in Zone 2, Ifbuildings are proposed in Zone 2 a minor
variance will be required. T?i se impacts are labeled Impacts A, B, C, and D on the attached
maps. Buffer impacts have ijeen limited to Zone 2 of the buffers and will consist of grading and
lot fill. Erosion and siltatio ,I control devices will be used during construction activities in and
around all buffered areas,

Nationwide Permit 39

In order to develop individ allots (Lot #'s 361, 363, 364,366,368,367,378),0.14 acres of
jurisdictional wetlands will/be impacted during grading activities. These impacts, consisting of
fill, are unavoidable in order to prepare individual lots for structural foundation footings and
utilize lot space. The apPb~ant will employ appropriate erosion and siltation controls during
construction, This project 'll comply with the general and regional conditions ofNWP 39. No
stream channels will be im acted by the grading and filling activities.

The USACE's current p~r y requires applicants to avoid and minimize wetland and stream
channel impacts to the . mum extent practicable and may require compensatory mitigation to
offset unavoidable losses fwaters of the US when impacts exceed the thresholds for notification
(0.10 acre) or if a diSCha*e causes the loss of any open waters. Impacts on-site have been limited
to seven wetland areas, in ividually totaling 0.03 acres or less of lot fill. Typically, impacts to
jurisdictional wetlands Ie s than Y2 acre per project do not require mitigation; therefore, S&EC
does not believe mitigati n should be required by the US ACE for this project. Iffor some reason
mitigation is required, the client proposes payment to the NC-WRP,

NC-DWQ's current POli~y requires mitigation for perennial stream impacts of greater then 150
linear feet and loss of wetlands greater than Y2 an acre per project. There are only 0.14 acres of
wetland impacts, therefo e, mitigation is not proposed, DWQ typically does not require riparian
buffer mitigation for re onable impacts within Zone 2. Also, buffer mitigation is typically not
required for impacts les than 1/3 of an acre. Because the proposed impacts are less than 1/3 of
an acre and are limited t Zone 2, no buffer mitigation is proposed.

~Mm C/oJJ2 //<<;JU.

Sean Clark
Project Manager

Attachments:
Pre-constroctio (peN) notification form
Site Location p-USGS (Figure 1)
Site Location p - Soil Swvey (Figure 2)
Wetland Impac Maps
Agent Autho' . on Form

'j

Office Use Only:

Form Version May 2002

USACE Action In No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or ''N/A'',)

I. Processing

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

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

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

3, If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

4. Ifpayment 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: MacGregor Development Company
Mailing Address: 201 Shannon Oaks Circle. Suite 201
Cary. NC 27511

Telephone Number: 919-465-3312
E-mail Address:

Fax Number:

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: Sean Clark
Company Affiliation: Soil & Environmental Consultants. P ,A,
Mailing Address: 11010 Raven Ridge Road
Raleigh. NC 27614
Telephone Number: (919)846~5900 Fax number:[phone]
E-mail Address:[e-mail]

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Ill. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as to , rivers, and roads. Also provide a detailed site plan showing property
boundaries and develop ent plans in relation to surrounding properties. Both the vicinity map
and site plan must incl, de a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or ther facilities must be included, If possible, the maps and plans should
include the appropriate SGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. PI drawings, or other maps may be included at the applicant's discretion,
so long as the prope~ is clearly defined, For administrative and distribution purposes, the
USACE requires info ation to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may ccept 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 SCaleibSUCh that the final version is illegible, the applicant will be informed that
the project has been pIa ed on hold until decipherable maps are provided,

I. Name of project: Lebrook at Willow Creek (formerlv Willow Creek Subdivision - Phases
3&4

2, T,I.P. Project Num er or State Project Number (NCDOT Only): NA
3, Property Identifica ion Number (Tax PIN): 066602966501

4. Location
County: Wake Nearest Town: Fuquay Varina
Subdivision nameJ(include phase/lot number): Willow Creek Subdivision
Directions to site ~clude road numbers, landmarks, etc.): Willow Creek Subdivision is
located south of ffioneycutt Road (SR 2765) approximately 0.58 miles west its intersection
with N.C Hi wa 55 near Fu ua -Varina,

5. Site coordinates,' available (UTM or Lat/Long):
UTM Coordinate : Zone 17. 702550E. 3939760N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for e ch crossing of a distinct waterbody.)

6, Property size (ac ,es): :l: 56 Acres

7. Nearest body of ater (stream/river/sound/ocean/lake): UT to Black Creek
8. River Basin: N se
(Note - this m t be one of North Carolina's seventeen designated major river basins, The
River Basin ma~ is available at http://h2o,enr,state,nc.us/admin/maps/,) .

9. Describe the e~ conditions on the site and general land use in the vicinity oftbe project
at the, time oftbls application: The site has been partially cleared, The roads (previouslv
ermitted hav~ been installed and homes in Phases 1 & 2 have been and are bein

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constructed, The Town of Fuquay-Varina has developed a community park along the east
and north property boundary,

10, Describe the overall project in detail, including the type of equipment to be used:
The proposed project is a single-family residential subdivision with the typical utilities (Leo,
sewer. water. electric. etc.) Portions of wetland areas will be permanently impacted by lot
fill to provide lot grading and fill for the Inglewood at Willow Creek Subdivision, Tvpical
excavating and grading equipment will be used during construction activities,

11, Explain the purpose of the proposed work: Wetland areas will be impacted during: grading:
activities in order to develo~ individual lots, The purpose of the pro1?osed wetland impacts
is to prepare the proposed lots for structural foundation footings and provide the subdivision
with additional homes.

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,
Please see table below for a summary of past impacts associated with the site, Mr, Steve
Mitchell with the NC-DWQ visited the site to determine the starting point of riparian buffers,
Mr. Mitchell's letter is attached CNBRRO 00-306), A iurisdictional determination was approved
for this site on February 25. 1998. by Eric Alsmyer in the USACE Raleigh Regulatory office,

ast mnacts n-sIte
Permit Imnact
NWP 39 232 linear feet of channel & 0.34 acres
AID 200120188 of jurisdictional wetlands
NWP 12 0,076 acres of jurisdictional wetlands
AID 200120187

P I 0

In addition. the previously mentioned Town of Fuquay-Varina Municipal Park had previously
been considered part of this proiect and impacts from the park (0,16 acres) were included in the
cumulative impacts for the above listed permits, Todd Tugwell of the USACE Raleigh
Regulatory office has since ruled that the park is now considered a separate proiect because it has
independent utility and is not related to the subdivision,

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VI.

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Future Project Plans

Are any future permit re uests 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 impacts are re<l1uired for this proiect.
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Proposed Impacts to Waters of the Umted States/Waters of the State

It is the applicant's (o~ agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, ahd stream channels associated with the project. The applicant must also
provide justification fot these impacts in Section VII below, All proposed impacts, permanent
and temporary, must bJ 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, whetfuer or not impacts are proposed to these systems, Wetland and stream
evaluation and deline~tion forms should be included as appropriate. Photographs may be
included at the applicJnt's discretion, If this proposed impact is strictly for wetland or stream
mitigation, list and de~cribe the impact in Section VIII below, If additional space is needed for
listing or description, ~lease attach a separate sheet.

1. Provide a written descriPtion of the proposed impacts: Wetland areas. totalinlZ 5.635
square feet (0.14 ~cres) will be impacted as a result of land clearinlZ and lZI'ading activities
required to make ~everal individual lots buildable. No stream channels will be impacted as a
ult f th ~ d . t

res 0 e nrooo e rmoac s,
2, Individually list" etland impacts below:
,
Wetland Impact I Area of Located within Distance to
Site Number Type ofImpact* Impact 100-year Floodplain** Nearest Stream Type ofWetland***
(indicate on map) I (acres) (ves/no) (linear feet)
1 (Lot 378) I 0.02 No Adjacent Floodplain
Perman~nt
2 (Lot 368) Perman nt 0.008 No 150 Floodplain
3 (Lot 367) Perman nt 0,02 No 200 Floodplain
4 (Lot 366) Perman nt 0,008 No 120 Floodplain
5 (Lot 364) Perman nt 0.03 No 100 Floodplain
6 (Lot 363) Permar lent 0.03 No 160 Floodplain
7 (Lot 361) Permat ent 0.02 No 180 Floodplain
* List each impact separately and identifY temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/d ainage, etc. For dams, separately list impacts due to both structure and flooding,

** 100-Year floodplams are Idenflfied through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved 10 al floodplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www,fema.gov,
*** List a wetland type that best I<lescribes wetland to be impacted (e,g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination of isolation to be made by USACE only),

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List the total acreage (estimated) of all existing wetlands on the property: :t 19
Total area of wetland impact proposed: 5.635 Sq, ft, (0,14 acres)

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

Length of Average Width
Impact Stream Name** of Stream
linear feet Before 1m act

No stream channels will be impacted as a result of this phase of the project,

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.topozone.com.
www.maOQuest.com. etc,).

Stream Impact
Site Number
indicate on ma

Type of Impact*

*

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

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

Open Water Impact Area of Name of Water body Type of Water body
Site Number Type ofImpact* Impact (lake, pond, estuary, sound,
(indicate on man) (acres) (if applicable) bay, ocean, etc,)
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 D wetlands
Describe the method of construction (e.g" dam/embankment, excavation, installation of
draw-down valve or spillway, etc,):_NA

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
site layouts, and explain why these design options were not feasible, Also discuss how impacts

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were minimized once th~ desired site plan was developed. If applicable, discuss construction
techniques to be followe during construction to reduce impacts,
The a licant re uested a detailed wetland delineation and Neuse Buffer evaluation of streams
on-site rior to site Ian develo ment in order to determine the extent and location of streams
and buffers. , Because he site had such a lar e ortion of wetland and stream area resent
rovidin access to the ,ro e re uired a considerable amount of wetland and stream im acts,
General lot fill has bee, avoided thus far. however. in order to make the lots shown on the
impact map ready for cdnstruction. grading and filling is required, Lots 378. 368. 367. 366. 364.
363 and 361 re uire fill in order to construct the house drivewa utilities etc,

iJ

VIII.

Mitigation I

DWQ - In accordance with 15A NCAC 2H ,0500, mitigation may be required by the NC
Division of Water QuJity for projects involving greater than or equal to one acre of impacts to
freshwater wetlands oJ greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accord8f.ce with the Final Notice of Issuance and Modification of Nationwide
Permits, published in 1he Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure ~at 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 ~e 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 td: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetatfd buffers to protect open waters such as streams; and replacing losses of
aquatic resource fun9tions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed,

If mitigation is requJed for this project, a copy of the mitigation plan must be attached in order
for USACE or D~ to consider the application complete for processing, Any application
lacking a required bitigation plan or NCWRP concurrence shall be placed on hold as
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incomplete, An apPlj' cant may also choose to review the current guidelines for stream restoration
in DWQ's Draft echnical Guide for Stream Work in North Carolina, available at
http://h2o,enr,state.n I ,us/ncwetlands/stnngide.html.

I. Provide a brief ~SCriPtion of the proposed mitigation plan. The description should provide
as much informapon as possible, including, but not limited to: site location (attach directions
and/or map, if ofj'fsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation prbposed (restoration, enhancement, creation, or preservation), a plan view,
preservation m~chanism (e.g" deed restrictions, conservation easement, etc.), and a
description of ~e current site conditions and proposed method of construction. Please attach
a separate sheet f more space is needed.
The 'urisdictio areas have been avoided to the maximum extent racticable, Pro osed
wetland im ac lon-site have been limited to 0,14 acre with each individual im act no eater
than 0.03 acres, Past ermanent im acts on the site were limited to 0.34 acres of wetlands,

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Less than ~ an acre of wetlands will cumulativelv be impacted as a result of these new
development activities, If mitigation is required pavment to the NCWRP is proposed,

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 web site at http://h2o,enr,state,nc,us/wrp/index,htrn, 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 ~

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 NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation,
Yes D No D

If yes, has the document review been fmalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA fmal 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
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion,

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Will the project impac~ protected riparian buffers identified within 15A NCAC 2B ,0233
(Neuse), 15A NCAC 2m ,0259 (Tar-Pamlico), 15A NCAC 2B ,0250 (Randleman Ru1es and
Water Supply Buffer Re~uirements), or other (please identify )?
Yes ~ Nb D If you answered "yes", provide the following information:

* Note that although ptevioUSlY permitted impacts did impact buffers, the current proposed
impacts
Identify buffers, If buffer
mitigati plying the buffer
mu1tipl

will not impact the buffers,
the square feet and acreage of impact to each zone of the riparian
. on is required calcu1ate the required amount of mitigation by ap
iers.
Zone* Impact Multiplier Required
(sauare feet) Mitigation
1 I 0 3 NA
2 6,061 1.5 NA
Total 6,061 NA

XI.

* Zone 1 extend~lout 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 fiet from the edge of Zone 1.

If buffi .. , . I'd 1 di h. f.. ., d (' D .
_ er rmtIgation IS reqUIre , pease scuss w at type 0 rmtIgatlOn IS propose l.e" onatlOn
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the RipaHan Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A rCAC 2B .0242 or ,0260,
The aoolicant does not believe buffer mitigation shou1d be reQuired because construction
activities involve grading and lot fill. not channel impacts. and only affect Zone 2 of the buffers.
Total impacts to Zond 2 will total 0,14 acres,

Describe impervio 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 th property,
The proposed imoerlrious surface area for the oroiect is less than 30%: therefore. a preapproved
stormwater mana edt.ent Ian is not re uired,

XII.

Sewage Disposal (r quired by DWQ)

XIII.

Clearly detail the timate treatment methods and disposition (non-discharge or discharge) of
wastewater generatdd from the proposed project, or available capacity of the subject facility,
Public sewer servicJ is available for the proiect area,

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Violations <reqUiid by DWQ)

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Page 8 ofl0

}

Is this site in violation of DWQ Wetland Ru1es (15A NCAC 2H ,0500) or any Buffer Ru1es?
Yes D No ~

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

Page 9 of 10

XIV.

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Other Circumstances (OPtion;ll):
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It is the applicant's responsib;' ity to submit the application sufficiently in advance of desired
construction dates to allow p ocessing time for these permits. However, an applicant may
choose to list constraints asso iated with construction or sequencing that may impose limits on
work schedules (e.g" draw-d~wn schedules for lakes, dates associated with Endangered and
Threatened Species, accessibil'ty problems, or other issues outside of the applicant's control).
NA

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Page 10 of 10

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WAKE COUNTY,

SHEET r~UMBER

09/14/2000 16:22 . 9194675327
09/01/2eee 13:29 91984~~4&7
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AGENT AtiI'HORIZATION FORM
I bll BtamQJ T~"~ ~~ In. Dy.1bf: Current~'J\fJt
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N~ i /I14C. If~~ol! bp-;/~MF:-If)-r C!.oIl<1fJ~r____~.
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Web Ptp: W'IIW,Sanac.l'lOlU I .!

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INGLENOOK AT WILLOW CREEK
FUQUAY VARINA, NORTH CAROLJNA

DIEHL & PHILLIPS,
CONSULTING ENGINEERS
CARY. N.C. 91t 467-9972

P.A, DsP ..

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SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH. NC 27614
(919) 84~5900 FAX: [phone]

FIRST-CITIZENS BANK
AND TRUST COMPANY
Raleigh, NC 27609
66-30/531

016386

CHECK NO.

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1110 ~ ~ 38 bl,1 .:0 5 ~ .00 ~001:08 ~ . 2 t.8 ~ t. qlll

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RAL.EIGH REGIONAL. OFFICE

,Sean Clark
';' S & E C, Inc.
. :'>')!~~'" 11010 Raven Ridge Road
.' Raleigh, N. C, 27614

Subject:

Neuse River Basin Riparian Buffer Rules
NBRRO 00-306
Willow Creek
S & E C Project # 00-5372
Wake County

Dear Mr, Clark:

On October 17, 2000 I met with you onsite to perform an evaluation of the stream features on the
subject property, The plat map and other information was provided to allow a determination to be
made as to whether or not the site would require compliance with the Neuse Buffer Rule, This
project is referenced by the Raleigh Regional Office as NBRRO 00-306,

The features represented on the Wake County Soils and the USGS Fuquay Varina Quad maps were
evaluated to determine their subjectivity to the Neuse Buffer Rule, There are four features depicted
on the maps, The two continuous features that are depicted on the maps are subject to protection
under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233). The
remainder of the features offproperty were not evaluated,

This letter only addresses the applicability of the Neuse Buffer Rules, Thank you for your attention
.'......~. to this matter and if this Office can be of any assistance or if you have additional questions, please
~
do not hesitate to contact us,

Sincerely, .. rJ

~~~

Steve Mitchell
Environmental Scientist

RRO/John Dorney
Wake County
H:\nbrlet.for\neuse, buf\bufOO\willwck.306

cc:

11II

_~I__I-
MAILING ADDRESS: 1828 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27888-1828
LOCATIONl 3800 \JARRETT DRIVE, 8UITE 101, RALEIGH, Ne: 27808
PHONE 818-1S71-4700 FAX 818-1S71-.4718
AN EQUAL OP~.TIoINITY / A....IRMATIVE ACTION EMPLOYER - ISO,," RECYCLED/l0,," POST-C:ONSUMER "APER

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PHilLIPS,
O IE H l & NGINEERS
CONSULTING 9~t 487-9972
CARY. N.C.

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CONSULTING ENGINEERS
CAR'{, N,C. 918 467~9972

LOUISE S, ADCOCK
PIN #0666.02-88-0473
ZONE R-20

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*NOTE

BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS
MARKED BY - * - ON THE SUBDIVISION PLA T, THE
BUILDER SHALL OBTAIN A FLOOD HAZARD PERMIT FROM
THE TOWN. AN ENGINEER, ARCHITECT OR SURVEYOR
SHALL CERTIFY THAT ALL FLOOD HAZARD SOILS ARE
IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURES IN
AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY
SOILS MAPS) OR FEDERAL EMERGENCY MANAGEMENT
AGENCY ZONES UNTIL A FLOOD STUDY IS COMPLETED
AND APPROVED BY THE TOWN OF FUQUAY-VARINA OR
FEMA.

SEE MINIMUM FINISHED FLOOR
ELEVA TlONS ON PLAN

PIPE DATA

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INLET DATA

PIPE DATA

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LENGTH SLOPE
(FEET (%)
153.00 2.48
130.00 1.00
155.57 2.49
124.00 2.81
34.45 2.73
96.00 0.92
29.00 1.03
129.96 0.50
------- ,------- -
120.00 0.90
48.00 0.65
29.00 0.50
32.00 0.50
48.00 3.52

FROM TO QIO FROM Q 10 TOTAL DIA. *
INLET (eFS) IN PIPE (IN.)
A B 2.9 2.9 15
B C 2.9 10.0 (Future) 18
o C 4.6 9.0 18
E 0 1.1 1.1 15
F D;-t 3.3 3.3 15
G _H_j~._~'Z__ __J..'L__ _15
H FES 3.1 6,8 15
C I 1.5 23.4 24
I J 2.2 25.6 24
J FES 2.9 28.5 24
FES FES 78.0 78.0 2-42
K FES 1.4 1.4 15
FES FES 159 159 2-72 CMP**
L FES 2.2 2.2 15
M FES 2,0 4.2 15
FES N 0.7 0.7 15
N A 1.2 1.9 15

* ALL PIPE SHALL BE RCP UNLESS OTHERWISE NOTED.

LENGTH SLOPE
(FEET (%)
188.74 3.40
106.62 5.90
46.48 0.73
29.00 0.50
160.4 7 2.40
29.00 0.50
- --------~ ------
104.00 2.93
259.61 1.06
31,00 1.27
24.00 1.58
80.00 0.65
104.00 0.50
80.00 0.20
24.00 4.16
24.00 4,16
382.50 2.75
309,50 2.22

....."

INLET
No, TYPE

DRAINAGE 010 INTO
AREA (AC.) INLET

0.24 1.0

1.82 10.0

0.42 1.5

INVERT
IN

379, 11

372.60
P-2 366.21
P-3 366.21
P-4 366.65
P-5 366.65

INVERT
OUT

379.01

372.50

366. 11

PIPE
No.
P-l
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-9
P-l0
& P-ll
P-12
P-13
& P-14
P-15
P-16
P-l

STATION

A NCDO OLD HONEYCUTT 17+92 RT
C.I,
B C.I. STREET A STA. 12+13.41 RT

C C.I. STREET A STA. 13+21.89 RT

o C.I. STREET B STA. 10+48.50 RT

E C.I. STREET B STA. 10+48.50 LT
F CJ...- STRRET B STA. 12+03.51 RT
G _C~!:_~7J?LgJl. STA. 13+60.85 RT
H C.I. STREET B STA. 13+60.85 LT
I C.I.' STREET A STA. 15+80 RT
J f.!-..... ~TREg A S!A. 15+80 LT
K C.I, STREET C COS
L C.I. STREET A 21+90 RT
M C.I. STREET A 21+90 LT
---- ~~-
N NCDO OLD HONEYCUTT 14+82,50

"

WIUO>>' CREEK SECTION FIVE
(NOT IN PROJECT)

,

\
\
/'

t"
\

\

....;

.....'---...--

\
'\
\
~
\

20' SAN.
...... SEWER ESM'T
"

,
,

ROBERT J, BARKER
PIN #0666.02-86-9504
ZONE I

PIPE FROM
No.
P-18 0
P- 19 P
P-20 Q
P-21 FES
P-22 R
P-23 S
P-24 T
P-25 U
.~._- - --_.----
P-26 Y
P-27 V
P-28 W
P-29' X
P-30 FES

0,0 FROM
INLET (CFS)
1.3
1.6
2.2
20.9
1.7
1.4
0.8
2.0
-~------'~
o
2.7
2,6
0.8
46.4

Q 10 TOTAL DIA.
IN PIPE (IN.)
1.3 15
2,9 15
5.1 15
20.9 24
27.7 24
29. 1 30
0.8 15
4.9 18
------- .--..-.------- -----
46.4 36
49. 1 36
2.6 15
3.4 15
46.4 36

TO

P
Q
R
R
S
FES
U
V
V
FES
X
FES
Y

INLET
No. TYPE

STA TlON

o C.I. BER CREEK DR. 25+33.43 LT
P C.I. HEISSER LN. STA. 11 +65.00 RT
Q C.I. HEISSER LN. STA. 12+95.00 RT

R C.I, HE/SSER LN. STA. 14+54.58 RT

S C.I. HEISSER LN. STA. 14+73.18 LT
T C.I. HElssm LN. STA. 16+88.53 LT
U DBL. C,I. HE/SSER LN. STA. 16+88.53 RT

C.I. HEISSER LN. STA. 18+ 18.49 RT

C.I. HE/SSER LN. STA. 19+78.83 RT
C.I. HEISSER LN. STA. 19+78.83 LT
FES HE/SSER LN. REAR LOT 344 345
FES HE/SSER LN. REAR LOT 351 352
J. B. HE/SSER LN. REAR LOT 350 351

V
II
X
P-21
P-JO
Y

INVERT
IN

365.90
364.50
P-20 360.52
P-21 J60.52
359.48

353.88
p-25 J5J.1J
p-26 J5J.1J

351.98
364.00
356.00
354.31

CAPACITY
(CFS)
10.2
6.5
10.2
38,0
37.5
39.4
6.6
7.4
63.5
54.0
4.6
4.6
125.5

INVERT
OUT
369.70
365.80
364.40
360.42
359.38
354.02
353.78
353,03
352. 12
351.88

354.21

289.71

366.55

366.80
289.61
374.30
374.05
363.26
361.87
363. 17
362.00
361.33
385.98

~.

0.84 4.6

0.25 1,1
0.22 0.9
1.01 3.7
0.72 3. 1
0.50 2.2
0.67 2.9
0.31 2.2
0.51 1.4
0.46 2.0
0.28 1.2

374.15
363.36
362.87

386,08

EROSION CONTROL LEGEND

** FULL BITUMINOUS COA TED, MITRED TO CONFORM TO SLOPE.

IZI 8B-1

SILT BASIN wi DESIGNATION
TEMPORARY DIVERSION
TEMPORARY SILT FENCE
INLET PROTECTION

~

~

""',

50' x 25' x 6" THK.
No. 57 WASHED STONE
CONSTRUCTION ENTRANCE PAD

)( )( )(

Q
~

CONSTRUCTION ENTRANCE PAD

@

LIMITS OF DISTURBANCE

EXIST. FIRE ~
HYDRANT
~
I
I
I

WILLOW CREEK SECTION FOUR
FUTURE COMMERCIAL DEVELOPMENT
(NOT IN PROJECT)

--.......

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-------

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~,

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V,9

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HAZARD SOILS

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358

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372

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

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-370 -

J68

~ 31' B-B
33 MIN. FF SB 8
366.35 -
20' SAN. sEWEUs.MI. -.. .
-- '

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/

.......
".......

352
~

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;- ,-

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DRAINAG
AREA/"

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362 }/';3
,1\
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II ,A ~ MIN. FF
: I I' 366.35
I \ \1 fiin*MIN. FF
I I ~ 366.35
f l JI~*
V / I~MIN. FF
366.50

364:"

50' INDUSTRIAL ZONING
UNDISTURBED BUFFER EASEMENT
NO RESIDENTIAL OR ACCESSORY
smUCTURE ALLOWED IN BUFFER

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-------

"PHASE 2"

-I- -
I f;.9~-
/ OFFSITE
:../ DRAINAGE
AREA

--

I

--3~

/--

HAZARD SOILS

J7B

~
,..,

//

;STEPHENS PROPERTIES
PIN #0676,01-15-0431
ZONE R-15 .

S.>'St

}"\D
\

HAZARD ~OILS-tJ

CLEARING, GRADING,
AND SANITARY SEWER
CONSTRUCTION

/

\

......-/

SEDIMENT BASIN SCHEDULE

CAPACITY
(CFS)
11.9
25.6
9.0
4.6
10.0
4.6
~ ~- ..- ---_.~.~--
11, 1
23.4
25.7
28.5
181.1
4.6
309.0
13.2
13.2
10.7
9.65

TRIBUTARY TOTAL' BASIN SIZE
BASIN NO. DlST. AREA D.A. (AC.) L .WTDEPTH *
SB-l 2, 17 3.9 53 25 4'
S8-2 1.~_ 2.1 37' 19 4'
SB-3 1.01 I 1.6 36 17 4'
SB-4 0.23 0.3 14 10 4'
SB-5 0.23 0.5 14 10 4'
SB-6 0.56 0.6 26 13 4'
SB-7 0.20 0.3 12 10 4'
~--
SB-8 0.25 0.3 15 10 4'
SB-9 0.62 1.7 29 14 4'
SB-1O 0.42 0.6 23 11 4'
SB-:J.J **H__.JLL ~. 1 30 15 4'
SB-12 0.52 0.7 --2612---4'---
~E!-13 . 0.57 1.7 27 13 4'
SB-14 0.24 4.9 15 10 ~

* ALLOWS 1 FOOT FLOOD STORAGE
** SB- 11 IS ROCK DAM

STORAGE
LIFE
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
1 YEAR
-~------
1 YEAR
1 YEAR
1 YEAR

PIPE NO.
P-7
--_.~-
P-l0
P-l1
P-12
P-13
P-14
P-15

VELOCITY DISSIPATOR DATA

VIO EXIT DISSIPATOR ~~iE~
(FPS) L W D[P~ CLASS
9.4 8' 4' 22- B
9.1 12' 6' -22- -~-B
8.3 21' 14' 2r B
3.2 5' 4' 2r B
5.6 36' 23' 22- B
7.8 8' 4'"2r B
9.4 8' 4' 22" B

INLET DATA
DRAINAGE 0,0 INTO
AREA (AC.) INLET
0.30 1.3
0.44 1.6
0.60 2.2
0.48 1.7
0.33 1.4
0.19 0.8
1.49 5.4
0.31 1.1
0.71 2.6
0.18 0.8
6.7 20.9
16.40 46.4
o 0

"
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, "-',
~,,-
.......-

"'-
". 349
. . -......... "'-. ~
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\ ."".. ' '- __ I II
" ~~& -,-[
\ " '\... ... (
\ " "'-..347 . __
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?,r~ . "'. ' 'j~ -.~. ~
\ "-WETLAN~~,' .'./ /J!< .-_..._.~~~,,,
,\ t \-...-- -.......'" ""-..'.

) " .~"
CERTIFICATION '" ~ ......
THESE IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE FOLLOWiNG PLANS
I AND THE STANDARD SPECIFICATIONS OF THE
TOWN OF FUQUAY-VARINA. THE ENGINEER
WHOSE SEAL AND SIGNATURE APPEAR BELOW
) CERTIFIES THAT THE STANDARD SPECIFICATIONS
, ~~O~~~GW~N c~~c~~gu~~Dv~~AA~t~~A~~~N TO
THIS PARTICULAR PROJECT. NO EXCEPTIONS TO
TOWN STANDARDS TAKEN.

------

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r-oWN OF~
FUQUAY-VARINA ~ "-
PROPOSED PARK "

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362

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361

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346
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N88"59'T6i1i
- -
494.99'

GRAPHIC SCALE

100 0
~

50
I

100
I

200
I

( IN FEET )
1 inch = 100 ft.

"'l64

358
.357

.356

.354

3S
3"
0>.::.
'J;:>

'J
":"0

3,,&

..5",>

WEIR
LENGTH
10'
10'
la'
la'
la'
10'
10'
10'
10'
10'
22'
10'
10'
10'

050
6
6
6
6
6
6
6

JOB NO.
74320
DESIGN
ARK

DRAWN
MAT
CHECKED
ARK
SCALE
1" = 1 00'
FILE
WC34-EC

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2

OF

10