20031608 Ver 1_COMPLETE FILE_20031219

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Cam'"
'C
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.
R"AR
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.enr.state.nc.us/ncwetlands
Page 2
MacGregor Development Company
January 2, 2004
Violations of any condition herein 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 conditions 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 Chapter 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 binding unless you ask for a hearing.
This letter completes the
Water Act. If you have
Zarzecki at 919-733-9726.
JRD/bs
Attachments:
Cc: USACE Raleigh R
DWQ Raleigh Reg
File Copy
Central Files
Sean Clark, S&EC
,v of the Division of Water Quality under Section 401 of the Clean
questions, please telephone John Dorney at 919-733-9646 or Bob
of Completion
tory Field Office
Office
DWQ # 03-1608
Sincerely,

Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
FILE CQPY

US Army Corps of Engineers NCDENR-DWQ
Attn: Ms. Andrea Wade Attn: Mr. John Dorney
6508 Falls of the Neuse Rd., Ste. 120 2321 Crabtree Blvd
Raleigh, NC 27615 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) DEC 1 9 2003
Fuquary-Varina, Wake County, North Carolina
S&EC Project #: 02-5372.01
WATER QUALITY SECTION
Dear Ms. Wade and Mr. Dorney:
On behalf of Diehl & Philips, PA (project engineer), we hereby request authorization from the US
Army Corps of Engineers (USACE) 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 ± 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 of this 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 of the Neuse Buffers. If any
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 in the cumulative impacts for the above referenced permits. Mr. Todd Tugwell of
the USACE 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: Greensboro Office: Hickory. Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: {336) 540-8235 Pax: [phone]
December 18, 2003
401 ISSUED
December 18, 2003
S&EC Project #: 02-5372.01
Page 2 of 2
Impacts A & B -Buffer Compliance
The applicant proposes gradi' g and construction of homes on four lots impacting 6,061 square
feet (0.14 acres) of Neuse Ri er Buffers in Zone 2. If buildings are proposed in Zone 2 a minor
variance will be required. Tlb se impacts are labeled Impacts A, B, C, and D on the attached
maps. Buffer impacts have been limited to Zone 2 of the buffers and will consist of grading and
lot fill. Erosion and siltatio control devices will be used during construction activities in and
around all buffered areas.
Nationwide Permit 39
In order to develop individual lots (Lot #'s 361, 363, 364, 366, 368, 367, 378), 0.14 acres of
jurisdictional wetlands will The 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 appli ant will employ appropriate erosion and siltation controls during
construction. This project 11 comply with the general and regional conditions of NWP 39. No
stream channels will be im acted by the grading and filling activities.
The USACE's current pol'by 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 f waters of the US when impacts exceed the thresholds for notification
(0.10 acre) or if a dischar a 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 le s than %i acre per project do not require mitigation; therefore, S&EC
does not believe mitigati n should be required by the USACE for this project. If for some reason
mitigation is required, the client proposes payment to the NC-WRP.
NC-DWQ's current poligy requires mitigation for perennial stream impacts of greater then 150
linear feet and loss of wetlands greater than %2 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.
Sincerely, I
Sean Peffer Sean Clark
Environmental Scienti Project Manager
Attachments:
Pre-conshuctio (PCI? notification form
Site Location p-USGS (Figure 1)
Site Location p - Soil Survey (Figure 2)
Wetland Impac tip
Agent Autho ' 'on Form
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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: ?
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: ?
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: ?
H. 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 Fax Number:
E-mail Address:
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: [phone] Fax number:[phone]
E-mail Address: SC1ark(a SandEC.com
Page 1 of 10
III. Project Information
Attach a vicinity ma]
landmarks such as tows
boundaries and develol
and site plan must inc:
impervious surfaces, or
include the appropriate
boundaries outlined. P]
so long as the propert;
USACE requires infori
however, DWQ may
drawings rather than a
reduced to a small scale
the project has been pla
1. Name of project:_
3&4
2. T.I.P. Project
3. Property
4. Location
County: Wake
Subdivision name
Directions to site I
Nearest Town: Fuquay Varina
phase/lot number): Willow Creek Subdivision
road numbers, landmarks, etc.): Willow Creek Subdivision is
5. Site coordinates, if f available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates fore each crossing of a distinct waterbody.)
6. Property size(
7. Nearest body of
8. River Basin: Ne
(Note- this mu;
River Basin mat
9. Describe the
at the time of
clearly showing the location of the property with respect to local
rivers, and roads. Also provide a detailed site plan showing property
ent plan s in relation to surrounding properties. Both the vicinity map
de a scale and north arrow. The specific footprints of all buildings,
Cher facilities must be included. If possible, the maps and plans should
JSGS Topographic Quad Map and NRCS Soil Survey with the property
drawings, or other maps may be included at the applicant's discretion,
is clearly defined. For administrative and distribution purposes, the
iation to be submitted on sheets no larger than 11 by 17-inch format;
iccept paperwork of any size. DWQ prefers full-size construction
sequential sheet version of the full-size plans. If full-size plans are
such that the final version is illegible, the applicant will be informed that
;ed on hold until decipherable maps are provided.
or State Project Number (NCDOT Only): NA
Number (Tax PIN): 066602966501
): t 56 Acres
(stream/river/sound/ocean/lake): UT to Black Creek
t be one of North Carolina's seventeen designated major river basins. The
is available at http://h2o.enr.state.nc.us/admin/maps/.)
ing conditions on the site and general land use in the vicinity of the project
application: The site has been partially cleared. The roads (previously
Page 2 of 10
constructed. The Town of Fuguay-Varina has developed a communi y^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 (i.e.,
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. Typical
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 develop individual lots. The purpose of the proposed 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 (NBRRO 00-306). A jurisdictional determination was approved
for this site on February 25, 1998, by Eric Alsmyer in the USACE Raleigh Regulatory office.
Past Impacts On-site
Permit Impact
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
In addition, the previously mentioned Town of Fuauay-Varina Municipal Park had previous)
been considered part of this project and impacts from the park (0.16 acres) were included in the
cumulative impacts for the above listed permits. Todd Tup-well of the USACE Raleigh
Regulatory office has since ruled that the park is now considered a separate project because it has
independent utility and is not related to the subdivision.
Page 3 of 10
V. 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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (i
wetlands, open water,
provide justification f
and temporary, must 1
plan. All wetlands ar
delineation map, whe
evaluation and delinf
included at the applic
mitigation, list and de
listing or description, ]
1. Provide a written
2. Individually list
agent's) responsibility to determine, delineate and map all impacts to
ad stream channels associated with the project. The applicant must also
these impacts in Section VII below. All proposed impacts, permanent
listed herein, and must be clearly identifiable on an accompanying site
waters, and all streams (intermittent and perennial) must be shown on a
er or not impacts are proposed to these systems. Wetland and stream
:ion forms should be included as appropriate. Photographs may be
fs discretion. If this proposed impact is strictly for wetland or stream
ribe the impact in Section VIII below. If additional space is needed for
-ase attach a separate sheet.
of the proposed impacts: Wetland areas, totaling 5,635
impacts below:
Wetland Impact
Site Number
indicate on map) I
Type of Impact*
I Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 (Lot 378) Permangnt 0.02 No Adjacent Floodplain
2 (Lot 368) Perman nt 0.008 No 150 Floodplain
3 (Lot 367) Perman nt 0.02 No 200 Floodplain
4 (Lot 366) Perman rat 0.008 No 120 Floodplain
5 (Lot 364) Perm nt 0.03 No 100 Floodplain
6 (Lot 363) Perm ent 0.03 No 160 Floodplain
7 (Lot 361) Perm ent 0.02 No 180 Floodplain
* List each impact separately and
excavation, flooding, ditching/d
** 100-Year floodplains are idenl
(FIRM), or FEMA-approved lo{
online at http://www.fema.gov.l
*** List a wetland type that best
Carolina Bay, bog, etc.) Ind
;ratify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
rage, etc. For dams, separately list impacts due to both structure and flooding.
d through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
:scribes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
if wetland is isolated (determination of isolation to be made by USACE only).
Page 4 of 10
List the total acreage (estimated) of all existing wetlands on the property: ± 19
Total area of wetland impact proposed: 5,635 sq. ft. (0.14 acres)
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 ma linear feet Before Impact leasespecify)
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.tol2ozone.com,
www.mgpguest.com, etc.).
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 U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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): ? uplands ? stream ? 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
Page 5 of 10
were minimized once
techniques to be follo`
VIII. Mitigation
desired site plan was developed. If applicable, discuss construction
during construction to reduce impacts.
DWQ - In accordance' with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water QQity for projects involving greater than or equal to one acre of impacts to
freshwater wetlands o i greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accorda?' ce 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 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 pe 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 t : reducing the size of the project; establishing and maintaining wetland
and/or upland vegetat d buffers to protect open waters such as streams; and replacing losses of
aquatic resource fun lions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is req*ed for this project, a copy of the mitigation plan must be attached in order
for USACE or DW i 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 appl'cant 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
1. Provide a brief
as much inform
and/or map, if c
of mitigation p
preservation m
description of tl
a separate sheet
scription of the proposed mitigation plan. The description should provide
.on as possible, including, but not limited to: site location (attach directions
site), affected stream and river basin, type and amount (acreage/linear feet)
posed (restoration, enhancement, creation, or preservation), a plan view,
hanism (e.g., deed restrictions, conservation easement, etc.), and a
current site conditions and proposed method of construction. Please attach
more space is needed.
Page 6 of 10
Less than '/z an acre of wetlands will cumulatively be impacted as a result of these new
development activities. If mitigation is required payment 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 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 ? 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 (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.
Page 7 of 10
J
Will the project imI
(Meuse), 15A NCAC
Water Supply Buffer I
Yes Z
* Note that although l
impacts will not impact
Identify the square feel
mitigation is required
multipliers.
protected riparian buffers identified within 15A NCAC 2B .0233
.0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
airements), or other (please identify )?
? If you answered "yes", provide the following information:
-eviously permitted impacts did impact buffers, the current proposed
he buffers.
and acreage of impact to each zone of the riparian buffers. If buffer
;alculate the required amount of mitigation by applying the buffer
Zone* Impact
(square feet Multiplier Required
Mitigation
1 I 0 3 NA
2 6,061 1.5 NA
Total 6,061 NA
Gone 1 extenas out 3u feet perpenaucular from near bank of channel; Zone 2 extends an
additional 20 f et from the edge of Zone 1.
If buffer mitigation is eequired, 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 (required by DWQ)
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 i property.
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.
XIII. Violations (required by DWQ)
Page 8 of 10
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
Page 9 of 10
XIV. Other Circumstances
It is the applicant's responsibility to. submit the application sufficiently in advance of desired
construction dates to allow p ocessg time for these permits. However, an applicant may
choose to list constraints also iated 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).
/2-//
Applican. Agent's ignature Date
(Agent's signature is v id ornly if an authorization letter from the applicant is provided.)
Page 10 of 10
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_
(PUBLIC)
GRAPHIC SCALE
30 0 15 30 WETLAND IMPACTS 1,105 SQ. fT.
s
z
( IN FEET) 2 INGLENOOK AT A7LLOW CREEK D I E H L & PHILLIPS, P . A To&PF
1 inch 30 Pk 3 WETLAND IMPACTS FUQUAY VARINA, NURTA CAROLINA CE O NSCLTNG BENGI 87R9972 ARK ut' - 3a'
MAT xLxr®-wx
SOIL & ENVIRONMENTAL CONSULTANTS, PA FIR TRUST NS ABANK
NY 01638
6
11010 RAVEN RIDGE ROAD AND RALEIGH, NC 27614 Raleigh, NC 27609
[phone] FAX: [phone]/531
CHECK NO.
P
AY !`C (?? Uj S?
TO THE
ORDER
OF

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1100L638611' 110-0 5 3 100 3001:086124864911'
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
December 7, 2000
Sean Clark
S&EC,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 off property 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,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H:\nbrlet.for\neuse.buf\bufn0\willwck.306 rCI/C#'71¦
MAILING ADDRESS: 1628 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27690-1628
LOCATIONS 3800 BARRETT DRIVE, SUITE 101, RALEIGH, NC 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
t
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GRAPHIC SCALE ' (L5 3 \ -. 3 5 4
30 o 15 30 \ ? WETLAND IMPACTS 3, 5 7 5 SQ. FT.
( IN FEET) 3 INGLENOOK AT WILLOW CREEK Q I E H L & PHILLIPS, P.A.
WETLAND IMPACTS CONSULTING ENGINEERS
i inch = 30 ft. 9 FUQUAY VARINA. NORTH CAROLINA GARY. N.C. !9191 487-9972
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DIEHL & PHILLIPS, P.A.

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JOB N0. 74320
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SEDIMENT BASIN SCHEDULE DESIGN PIPE DATA ARK
INLET DATA ` P DATA TOTAL BASIN SIZE STORAGE WEIR INVERT INVERT PIPE 41pFROM 41pTOTAL DIA.* LENGTH SLOPE CAPACITY TRIBUTARY - * NGTH D1uwN
` ~ DRAINAGE Q \ ~ INLET ~ ~ ~ T}PE STATION ~ No. AREA (AC.) DRAINAGE 410 INTO Nn FROM TD INLET (CFS) IN PIPE (!N.) (FEET (C~) BASIN N0. 01ST. AREA D.A. (AC,) L W ~DEPTN LIFE LE MAT ARFA (AC.) INLET IN OUT - _ _ - - _
~ ` ~ \ ~ ~ - ~ A NCDO OLD HONEYCUTT 17+92 RT 0.24 P-1 A 8 2.9 2.9 15 188.74 3.40 11.9 S8-1 2.17 3.9 53 25 4' 1 YEAR 10 CHECKED 0.24 1.0 379.11 379.01 P_2 B C 2.9 10.0 (Future} 18 106.62 5.90 25.6 SB_y 1,15 _ 2.1 37 ' 19 4' 1 YEAR 10' ARK
> 4 ~ ~ C.I. 4.6 9.0 18 46.48 0.73 9.0 SB-3 1.01 1.6 36 17 4' 1 YEAR 10' sc~
~ • \ ~ ~ \ B C.l. STREET A STA. 12+ 1 J 41 RT f.82 f.82 10.0 372.60 372_._50 P-3 D C -4 E D 1.1 1.1 15 29.00 0.50 4.6 SB-4 0.23 0.3 14 10 4' 1 YEAR 10~ ~ ° = 100
~ ~ ~ - ` C C.l. STREET A STA. 13+21.89 RT 0, 42 0,42 1.5 P_? 366.71 366.11 P ,47 2.40 10.0 14 10 4' 1 YEAR 10 FILE P 3 366.71 p-5 F D ~ 3.3 3.3 15 160 S8-5 0.23 0.5 _
K SECTION FNE ` ` / WILLOW CREE ~ ~ ~ D C.I. STREET B STA. 10+48.50 RT 0,84 P-4 366.65 p-6 G H 3.7 3,7 15 29.00 0.50 4.6 SB-6 0.56 0.6 26 t3 4' 1 YFAR 10' W - 0, 84 4.6 P-5 366.65 366.55 - -
~ NOT IN PROJECT ` ~ ` 98" • ` ` 0.25 P-7 H FES 3.1 6.8 15 104,00 2.93 11.1 SB-7 0.20_ 0.3 12 10 4' 1 YEAR 10 0.25 1.1 - 366.80 1,5 23.4 14 259.61 1.06 23.4 SB-8 0.25 0,3 15 10 4' 1 YEAR )0'
f ~ 3 ~ ` N E C.l. STREET B STA. 10+48.50 LT ~ ~ ` ~ F CJ. STRRET B STA 12+03.51 RT 0.22 289.71 289.61 P-8 C 1 0.22 0.9 - P-9 I J 2.2 25.6 24 31.00 1.27 25.7 SB-9 0.62 1.7 29 14 4' 1 YEAR 10~ o a
~ ' . ` +60.85 RT 1.01 ?6, " ~ ~ G C.1. _ STREET B STA 13 _ 1.01 3.7 - 374.30 - P-10 J FES 2.9 28.5 24 24.00 1.58 2B.5 SB-10 0.42 0.6 23 11 4' 1 YE4R J 0 ~ ~
311 ` ~ ` - - - B STA. 13+60.85 LT 0.72 ' 396 ` . O H C.l. STREET 0, 72 3.1 374.15 374.05 P-11 FES FES 78.0 78.0 2-42 80.00 0.65 181.1 SB- i l _ 11.6 2.1 _30 _1.5_ _ 4_ 1 YEAR 22'_ z 0 -
• . ~ ~ ~ I CJ. ' STREET A STA. 15+80 RT 0.50 i 31 0.50 2.2 363.36 363.26 P-12 K FES 1.4 1.4 15 104.00 0.50 4.6 SB-12 0.52 0.7 26 12 4' 1 YEAR 10 0 7 2,9 362.87 361.87 0.20 309.0 7 27 13 4' 1 YFAR 10' c~i ~ 0.6 P-1 FES FES 159 i59 2-72 CMP 80.00 SB-13 0.57 1.
~ ~ ~ " ~ ~ C.I. STREE(A STA. 15+80 LT 0.67 tt . `~'~O ~ - - v/ ~ \ ~ 0.31 ~9 ~ ~ K C.1. STREET C CDS w 0.31 2,2 - 363.17 ,2 15 24.00 4.16 13.2 -14 0.24 4.9 15 10 4' 1 YFAR 10' ~ W P-14 L FES 2.2 2 SB a
` L C.l. STREET A 21+90 RT 0.51 0.51 1.4 - 362.00 P-15 M FES 2.0 4.2 15 24.00 4.16 13.2 W 3 W
` ~ ~ M C.I. STREET A 21 +90 LT 0.46 0.46 2.0 - 361.33 0,7 15 382.50 2.75 10.7 # ALLOWS 1 FOOT FLOOD STORAGE P-16 FES N 0.7 * * DAM ~ u' `L
~ ~ 31 - ` ~ N NCDO OLD HONEYCUIT 14+82.50 0.28 ~ ~ ~o 0.28 1.2 386.08 385.98 i,g 15 309.50 2.22 9.65 SB-11 IS ROCX ~ ~ P- i N A 1.2 oQ 2
, ~ / e * ALL PIPE SHALL 8E RCP UNLESS OTHERWISE NOTED. N z
314 p 2s R 1 ~ I I: N ~ ` VELOCITY DISSIPATOR DATA ~
~ ~ \ ` EROSION CG ~ . 30 . s'a' **FULL BITUMINOUS COATED, MITRED TO CONFORM TO SLOPE. - ~ ROSION CONTROL LEGEND v,p Exir DISSIPATOR SIZE o ~ o
PIPE N0. (FPS} L W DEPTH * CLASS Duo
\ DIVERSI~I , / ~ a., ~
D1rcH (TY) 388 - ~ , ~ ~ , SB-1 SILT BASIN w~ DESIGNATION p-f0 9.1 12' 6' 22" B 6 8.3 21' 14' 22" B 6 ~ P-11
\ ~ ~ FUTURE COMMERCIAL . ~ ~ LOUISE S. ADCOCK ~ ~ , _ _ 3 ti ~ ~ 3~ DEVELOPMENT ~ TEMPORARY DIVERSION P-12 3.2 5' 4' 22" B 6
66.02 88 047 1 F ~ ~ I , PIN #06 \ ~ ~-50' R/W Q ~ ~ r r i (NOT IN PROJECT) • ~ _ ILT FENCE P-13 5.6 36' 23' 22" B 6 ~ TEMPORARY S -
\ ~ ~ ~ ~ ~ 50' x 25' x 6" THK. ZONE R-20 20' SAN. ~ ! i _ 386 ~ ~ ` \ , • ~ ~ ~ No. 57 WASHED STONE P- t 4 7.8 8' 4' 22" B 6 INLET PROTECTION P-15 9.4 8' 4' 22" B 6
SEWER I I :l'=:. ~ ~ ~ i \ EASEMENT I I = 3O TEMPORARY r CONSTRUCTION ENTRANCE PAD ~ 31 1 I
\ - I I 11= STOCKPILE I I BORROW AREA AREA ~ Sri 3811'i j, A II ~ CONSTRUCTION ENTRANCE PAD
1 , , , -PHASE 1 j , , a~. ,
,1 , -I - -
1 \ 31 ~ , ; • LIMITS OF DISTURBANCE EXIST FIRE HYDRANT \ ~ ^ ~
/ \ \ ti 30 r {y , ~ r • ~ ` . Ex1sT INV. IN !N ~ ~
~ 30 r r = 369.98 ~ ~ , , ~ MIM. FF ~W ' ai
UNE 375.00 ~ \ ~ ~ ' % ~ ~'r_ 3Q ~ / i ~ • I ~ x;16 W i~
• L ~ w~'' ~ ~ , , ' 37 ~ • ~ ` EXIST. 24 RCP 4" RCP I / ~ ~ W ~ I \ ~ ~ z
` - ~ifi 'i r ~ _'aa ~ MIN. ~ s - ~ P,U~ 01 ~~3~ _ ~~:~1 z~~_ - - 1 I ~ H
20' SAN. , , i , . ~ • 373.00 ~-j ~ _ _ r ~i(` _ , - - SEWER ESM'T 1 ~ ~ • ~ _ ~ , . - - - _ _ _ _ 1' ~ OLD XONEYCUTT RDADI 5.1~ 85 ~ ~ _ ~ ^ I-- ~ ~ - as ~ Z
~ o , ~ ~ ~ ~ ~ , • ~ ~ •~-U41TS OF DISNRBANCE ~ ~ - ~ s A~~ .i:. _ _ - I _ - - --------------------------------r------------------------------------------ - W py
q ~ t~ - ~4 Q , EXIST INV OUT ~ ~ s--------------
~ ~ ` r 374 = 369.26 $~-14 - _ _ z
_ • L _ _ o 321 ~ . • WILLOW CREEK SECTION FOUR 276.31 I \ I \ ~ ~ ~ a .
• ~4zw ~ . ~ ~ ~ : ~ ~ EVELOPMENT 58859 _ - 32 FUTURE COMMERCIAL D \ ~ao ~ ~ EXIST. FIRE V
` 527.57 ' I I ' ~ 3 ~ y PROJECT ~ 0 32 ~ NOT IN t55 ACRES ( \ / Q HYDRANT I Ul ' ~ ~ z z
50' INDUSTRIAL ZONING. OFFSITE ~ U~ r r r ~ EMENT C r \ UNDISTURBED BUFFER EAS ~ ,3~ ~ \ / ~
ORY DRAINAGE. _ ~ ~.R FNW $B-2 r ,r 3~~ ~ 0 RESIDENTIAL OR ACCESS Q y ~ N AREA - ~ fq ~ r U - 3-. ~ % ~s ~
STRUCTURE ALLOWED 1N BUFFER < , ~ fME'~ rr r r . , a ~ 38-1 I r.~ ~ ; ~ Y' ~ r ,r FLOOD HAZARD SOILS ~ _ ~ ~
*NOTE ~ ~ - \ U s~
~ : ~ x, r ~ ERMIT FOR LOTS 6~ 'j ~ 3 BEFORE ACQUIRING A BUILDING P ~ • - , y TEMPO~Y SILT eB 3 s~ A t
° BDIVISION PLAT; THE ~'6 ~ r , ~ CE MARKED 8Y ~ ON THE SU 9 r ~ F,rV ~ I
• BUILDER SHALL OBTAIN A FLOOD HAZARD PERMJT FROM \ I ~ ~ ~ ~ W
N. AN EPJGINEER, ARCHITECT OR SURVEYOR `~s ~ ' THE TOW \ A _ \ i ~ , ~ -
ALL FLOOD HAZARD SOILS ARE -I 32 ~ CERTIFY THAT - ~ k~;•- ~6 SHALL \ 1 ~ ~ ~r,~.
IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURES !N ~ M00'`~F I ~ ~C' PER WAKE COUNTY X8.9 - - - _~\~~Q \ \ AREAS OF FLOOD HAZARD SOILS ( I ~ ~ y \ 3~ ~ 11 ~ ~ M r
SB-6 , , \\'t, ~ SOILS MAPS) OR FEDERAL EMERGENCY MANAGEMENT offer Im act A ~ , ~ ~ \~o _ 4 \ \ \ ~
AGENCY ZONES UNTIL A FLOOD STUDY IS COMPLETED I ~ ~ ,~0 ~ ~
BY THE TOWN OF FUQUAY-VARlNA OR ! I _ 38 F F G: AND APPROVED . ~ \ s~
FEMA. 32 I I - 3 .5 \ ~ ~ \ I I \~K 0 \ ~ \
MINIMUM FINISHED FLOOR f I ~ \ ~ SEE ffer Im aCt B 1 PLAN I I Bu \ \ \ F ;3g2 \ ~
ELEVATIONS ON I , I ~ \ Z 1 I ~ \
\ \ ~ ~ \ ~ I I \ \ \ 32 a . o Y - - 58T 18'S7~ _
a ~ I ~ 38 9, \ ~ i 71 Z8T _ - S
I PB ~~9 \ ~y 1 I TE _ ~ ~ ~ ~
I ~ . F ~ i , I ~ \ ~ • I ~ \ ~ ~ ~ , 3~ 3tI
~ \9 , 32 _ i Q s \ 38 ~ \ ~ \ OWN OF\ \ ~ \
KER ~ , 8~. 1 ~ : ~ ~ \ Rho ~ ~ ERT J. BAR _ \ • ~ ROB - \ \ UAY-VARINA ~ I \ FUQ , 358 ~
W I - - ' I I . ti~ \ ~ ti - - 2 I ~ ~ \ PIN 0666.02-86 9504 , , I ^ X~ PROPOSED PARK ~ , ~ Q
312 ti _ ~ ZONE I ~ 0 32 I ~ „ , 69 357 \ ~ ~ I 3
w o o. h _ , I \ ~ \ ~ \ ~ ~6t3 ~ ti
I I -o\ f I,- i, S' \ p ~ ~ • ~ 38 56 ~ ~ ~ - ~6 ~ ~ 3 i
I t - 37 F\ ti , ~ ~ w
A \ / • , l ~ \ ~ ~ \ ~ W ~
- = ~ Buffer I ac 381 tip. ~ . ~q ~ I. _ \ ~ A \ ~ o ~
31' B-B MPORARY` SILT MIN. FF I NCE _ , nn !0 ~O ' \ / ~ Rq _ ~ ~ N Ana ~ ~
- 33 366.35 ?~-@ ~ 368 ML ~ \ NC g5,3 / \ \
.SEWER ES _ , , ~ I 20' SAN / / \ ~ W _ ~ ~
zca ~~dd; - J 352 ~ ~ 565 \ O O _ ~ ~ ~ 'Y di
--I '~V"'~ , t ~ ~ ~ ti ~ ~ a / e o \ 362 ~ ryx ~
Buffer Im act C ~ • ~ * ~ ~ 3 S5U \ 361 \ ~ ~
DATA ' I ~ ~ ~ ~ ~ i PIPE ~ ~ ` ~
ENGTH SLOPE CAPACITY DRAINAG -r t - IN. FF ~ PIPE Oro FROM O ro TOTAL OfA. L ,r..~~ - $B ~ FROM TO INLET CFS IN PIPE (1N.) (FEET (CFS) ~ 3.00 / N8T t B 57 ly ~
No. ( ) , 1.3 15 153.00 2.48 10.2 _ _ i ~ ~ ^ti \ ~ \ , X59 ~
P-18 D P 1.3 6.5 6~` I I P-19 P Q 1.6 2.9 15 130.00 1.00 ~ i ~ _ * ~ I I \ 3~ 9 ~ 34 ~ _ - ~ i5H ~ \ ~
s 5.1 15 155.57 2.49 10.2 i j~ i MI P-20 0 R 2.2 36Z i 33 fN. FF I ~ ~ 357 ~ ~
20.9 24 124.00 2.81 38.0 i y I ~ 363. P-21 FES R 20.9 l~ I Im r ~ ~ 3
4 34.45 2.73 37.5 aCt 1 P-22 R S 1.7 27.7 2 •4 ~ ~ I 29.1 30 96.00 0.92 39 i I I ~ u ~ \
t. P-23 S FES 1.4 I I l 0 37 i 15 29.00 1.03 6.6 k 3 33 IN. FF :I °r ~ Im act 3 .8 6 M I ~ 0 4 ;Y:, 0.8 I U r ~h I ~ - I \ \ ~ m act 5
- 4 P2 4.9 18 129.96 0.50 _ 7.4 ' 366.35 ` * ,R>~ -;,t P-25 U V 2.0 _ - , ~ ~ - - c~
- - - - 46.4 36 120.00 0.90 63.5 54.0 I I\ \ f r l ~
36 48.00 0.65 ~ `l _ _ _ - P-2 V FES 2.7 49.1 * I I $B-1 - - - 0.50 4.6 ~ MIN. FF I I - * ~ ~ I 354 - \ ' y, ~ I
x 2.s 2.s 15 2s.oo (33 i ~ 37 37 * 36 P-28 W 0.50 4.6 366.35 II I ~7 37 71 _ ` I~~ 36 ~ 347 ~ 3~.~
FES 0.8 3.4 15 32.00 ~ , 6 P-29 X .52 125.5 I I \ P-30 FES Y 46.4 46.4 3fi 48.00 3 - I ~ BEGIN PHASE 3 4 CQNSTR C110N ~ i " ~ 3_ \ P 3, 3 a \ 6 ~ ~S~
- I I 1 I ~ ;k , y, ss. 34 _ ~ I ~ - 36 ~ oz ~ ~ ~ \
INLET DATA _ ~ 1 h ~ f 33 MIN. FF I I \ 29 ~ 8 B Impact 4 361 'A~ 5 . ~s,
DRAINAGE Oip INTO INVERT INVERT 366.50 - I i T~ ~ ~Q _ EISSE LAN C 1 j INLET IN OUT I ~ . pE STATION AREA AC.) INLET - I' f' TY - LANDS ~ ~ - ~?E ~ WET ~ -12 ~ oS U~ 'fir ~
- 1" . No. ~ ~ \ ~1, _ / ~ ~ o
C.1. BER CREEK DR. 25+33.43 LT 0.30 1.3 - 369.70 50' INDUSTRIAL ZONING I _ ' 0 UNDISTURBED BUFFER EASEMENT * - - . - - - - - L - „ ~ ; LN. STA 11+65.00 RT 0.44 1.6 365.90 365.80 ~ - P C.l. HEISSER 364.40 NO RESIDENTIAL OR ACCESSDRY ~ 3~ - - - \ ~ ry ` 36 * ~ \ , . \ o ~ - _ - - ry~ I,4 35 , ~9 a
0 C.l. HEISSER LN. STA. 12+95.00 RT 0.60 2.2 364.50 r+c _ _ - TRUCTURE ALLOWED IN BUFFER ~ 1 S - _ \ - ~ I - Im act 7 CERTIFICATION ~
P-20 360.52 60.42 ' "y ~ FIBBER LN. STA. 14+54.58 RT 0.48 1.7 p_2 t 360.52 3 ~ Q ~ ~ ~f_ ~ ~ R C.I. H - ~ \ I * - - n, ~ * ~ _ THESE IMPROVEMENTS SHALL BE CONSTRUCTED Ag Impact 6 ~ 35 fN ACCORDANCE WITH THE FOLLOWING PLANS ~
1.4 359.48 359.38 ~ - - 1 0 C.I. HEISSER LN. STA. 14+73.18 LT 0.33 33 ~ P ~ < ~ o * ' ' ~ AND THE STANDARD SPECIFICATIONS OF THE 3sr,> ~ - R
S I I 50' R/W , T 0.19 0.8 - 354.02 aCt 2 ~ P ¢ 351 T C.l. HEISSER LN. STA. 16+88.53 L 1 50' R/ ORAINA E EASEM T ~ I' m~ U 351 35 ~ ~ ~ TOWN OF FUQUAY VARINA, THE ENGINEE ti ~ ~ N ~ - q ~ N WHOSE SEAL AND SIGNATURE APPEAR BELOW Sag
DBL. C.I. HEISSER LN. STA. 16+88.53 RT f.49 5.4 353.88 353.78 WIDTH ARJES- QY ~ \ ~D U p-25 353.13 D (q a. ~ ' rn ib ~ 1 ~ ~ ' CERTIFIES THAT THE STANDARD SPECIFICATIONS ~ !0 35 w ~ . - ~ _ 3 O
353.03 \ ~c I a I ~ ' ~ ~ D V C.I. HEISSER LN. STA. 18+18.49 RT 0.31 1.1 p_Y6 353.13 " \ ~ 33 - 34 ~ * * m ~ ~ ~ OF THE TOWN OF FUQUAY VARINA HAVE BEEN 4S m I~ ~ ~ ~ ~ Y CHECKED AND ARE APPLICABLE TO U ZI m z Z 35 35 \ THOROUCHL
PHASE 2 _ 33 34 341 34 34 1, 34 4 34 35 ZI m 2, 6 - 352.12 31 B B = I 34 34 W C.l. HEISSERLN. STA. 19+78.83RT 0.71 - _ - - T L- ~ L - ~ a 3 - _ _ ' ~ ~ ~ THIS PARTICULAR PROJECT. NO EXCEPTIONS TO
0.8 351.98 351.88 f X C.I. HEISSER LN. STA 19+78.83 LT 0.18 - Y - - - - v 98-19 TOWN STANDARDS TAKEN. Y ( ,20' SAN. SEWE . MT ~
P-21 FES HEISSER LN. REAR LOT 344 345 6.7 20.9 364.00 - - - - - - es•5s'rsw - _ ~ \ N88'S9161Y
HEISSER LN. REAR LOT 351 352 16.40 46.4 356.00 _ r 7oa. rz' P-30 FES TEMPORARY RNAROUND ' ~94~99 O .
ER LN. REAR LOT 350 35 f 0 0 354.31 354.21 ~ N Y J.B. HEISS / ~ ~ 378. t9 ACRES ~3 FLO D HAZARD SOILS GRAPHIC SCALE W
~ h nEFSITE ~
DRAINAGE -CLEARING, GRADING, SHEET
D SOILS AND SANITARY SEWER 100 0 50 100 200
STEPHENS PROPERTIES AREA OOD HAZARD SOILS CONSTRUCTION 2
PIN //0676.01-15-0431 3j4 OF
ZONE R-15 ( IN FEET ) 10 1 inch = 100 ft.