20031487 Ver 1_COMPLETE FILE_20031125

??F WATF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
r' Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 11, 2004
DWQ Project No. 03-1487
Granville County
Page 1 of 3
James M. Adams
818 S. White Street
Wake Forest, NC 27587
Subject Property: Lexington Park Subdivision, Chalks Road, Oxford, NC
UT to Fishing Creek [03-04-01, 28-11, C 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
Dear Mr. Adams:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.16 acres of wetlands, 133 feet of streams and 14,520 square feet (ft) of protected riparian buffers
for the purpose of installing a sewer and road system at the subject property, as described within your application dated
November 21, 2003 including additional information received by the DWQ on March 11, 2004. After reviewing your
application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water
Quality Certification Number(s) 3374 and 3404 (GC3374 & GC3404). The Certification(s) allows you.to use. Nationwide
Permit(s) 12 and 14 when issued by the US Army Corps of Engineers (USAGE). 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.
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
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiands
James M. Adams
Page 2 of 3
March 11, 2004
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 w/n 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.
5. Diffuse Flow - An additional condition is that all constructed stormwater conveyance outlets shall be directed as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into the stream as identified within 15A NCAC 26 .0233 (5). If this is not possible it may be necessary to
provide stormwater facilities that are considered to remove nitrogen. This may require additional approval from this
Office.
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all properties and lots with retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and
buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers
approved for impact under this Certification Approval and Authorization Certificate. You can obtain a copy of a
sample deed notification from our web site or by contacting the DWQ.
7. Stormwater Easements - Protective easements shall be placed around all stormwater management devices
(including the level spreaders). The structural stormwater facilities depicted on the "Wetlands and Buffer Impact
Map" received by the DWQ on March 11, 2004 must be implemented and the stormwater management facilities
shall be constructed and operational before any permanent building is occupied at the subject site. The structural
stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No
charges to the structural stormwater practices shall be made without written authorization from the.Division of Water
Quality.: The signed Operation & Maintenance agreement received by the DWQ on March 11, 2004 shall be
transferred with the property and the responsible party shall be responsible for the operation and maintenance of
the approved stormwater facilities.
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 1506 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.
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. 1506.
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 26 .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
'Alan W. Klimek, P.E.,
NC DWQ, Director
G'

James M. Adams
Page 3 of 3
March 11, 2004
Attachments: Certificate of Completion
GC 3404 & GC 3374
Cc: Walter Cole, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
Marty D. Bizzell, BNK, 10405E Ligon Mill Road, Wake Forest, NC 27587
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 031487
Date: March 11, 2004
bz
a
BASS, NIXON & KENNEDY, INC. 1
Um CONSULTING ENGINEERS
? 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
I 10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
TEL: [phone], FAX: [phone]
TO ?C• I VV5;,16 0 ?
4oil AI ir
-?Aw -, N .C, z-7 & Of
ILI"
OAT[ -- JOe NO.
ATT[NTIO :EOEI
OM: ? O nJ
-b,Ia o ,

WE ARE SENDING YOU O Attached ? Under separate cover via tho following items:
O Shop drawings 4 Prints ? Plans O Samples ? Specifications
? Copy of letter O Change order O
COPIES DATE NO. DESCRIPTION

C L ??
Pgo 5et;> 'PonJ w ca v?Tz

MAR 1 1 7_.004
THESE ARE TRANSMITTED as chocked below:
For approval ? Approved as submitted
? For your use O Approved as noted
? As requested O Returned for corrections
O For review and comment ?
? FOR BIDS DUE
? Resubmit copies for approval
? Submit topics for distribution
O Returncorroetod prints
20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS :F
va4 Gfe7 m iz I -rj ow-z ojv t!& Ga?Y?Y> i7 ?/o u . ??? I} Au ? --nJ C4,u.D6v
quvt ?-" AN
COPY TO
SIGNED: 12.
&?ek
- dial
tt encbwres are not as noted, kindly notify u4 at once.
0 t.

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
` 1.A' D
MAR 1 1 2004
March 11, 2004
AWOL INS '`j,
US Army Corps of Engineers
Attn: Ms. Kevin Yates
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Nationwide Pen-nits 12 & 14/401 Water Quality Certification/Buffer Compliance
Request
Lexington Park Project
Oxford, Granville County, North Carolina
S&EC Project #: 7077 W-2
Dear Mr. Dorney and Mr. Yates:
On behalf of James M Adams Sr., we hereby request authorization from the US Anny
Corps of Engineers to use Nationwide Permits 12 and 14 to cover pennanent and
temporary impacts to wetlands (see attached impact map). We also request written
concurrence from the NC Division of Water Quality (NC-DWQ) that the project
complies with the 401 Water Quality Certification associated with Nationwide Permits 12
and 14 and the Neuse River Basin buffer rules. A Pre-construction Notification
Application (PCN) is attached, which includes an agent authorization form.
The proposed project consists of a residential housing development and is located
southwest of the intersection of Ivey Day Roadside (SR 1170) and Goshen Street in
Oxford, North Carolina. The project site is approximately 40 acres in size. Please refer to
the USGS topographic map attached for the location of the project. A detailed
delineation was performed and information to obtain a jurisdictional determination was
submitted to the USACE by our office on June 6, 2002. On May 23, 2002, Ms. Deborah
Edwards of the NC-DWQ conducted a site visit and determined that the stream features
on property are subject to the buffer rules as indicated on the attached site plan. Ms.
Charlotte Office:
236 LcPhillip 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]
March 10, 2004
S&EC Project #: 7077
Page 2 of 3
Edwards's buffer determination confirmation letter was received on September 6, 2003
and a copy of the letter is attached.
The proposed road, necessary to provide access to the future residential subdivision, will
impact buffers and wetlands at two separate crossings. Impact 1 (Inset 1) on Lexington
Park Drive will impact 3 linear feet of channel, 1,890 sq. ft. of Zone 1 buffer and 1200
sq. ft. of Zone 2 buffer, and 3100 sq. ft. (.071 acres) of wetlands. Impact 2 (Inset 2) on
Keeneland Drive will impact 130 linear feet of channel and 6500 sq. ft. of Zone 1 buffer
and 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077 acres) of wetlands. The proposed
sewer easement (Inset 3) will temporarily impact 565 sq. ft. (.013 acres) of wetlands.
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 to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre) or if discharge to any open waters is
proposed. The applicant requested a detailed delineation of wetlands present on property
prior to site plan development in order to avoid jurisdictional wetlands to the maximum
extent practicable. The proposed road is necessary to serve as access to the property, and
the sewer easement must tie into an existing line near the southern portion of the
property. The applicant chose the route for the proposed road in order to have minimal
stream channel impacts and minimal buffer impacts. The sewer easement was routed in a
way that avoids the stream channels and riparian buffers altogether. The impact from the
sewer line will be temporary and at the completion of the project all grades will be
returned to preconstruction contours. Because the proposed road and proposed sewer
easement will be constructed perpendicular to the stream channels, minimizing the
amount of wetlands impacted, we believe the USACE should not require compensatory
mitigation for this project.
NC-DWQ's current policy requires written concurrence for impacts to any stream
channel within the Tar-Pamlico River Basin. Because the applicant plans to impact two
jurisdictional channels, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Pen-nits 12 and 14. NC-DWQ's current policy does not require wetland or stream
mitigation for stream channel impacts below 1 acre and 150 linear feet per project.
Because channel impacts do not exceed 150 linear feet, and proposed permanent impacts
to wetlands are only 0.144 acres (i.e less than 1 acre), we believe that neither wetland nor
stream mitigation should be required by NC-DWQ. The proposed project will result in
less than 30% impervious surface, therefore we do not believe a stonnwater control
treatment plan is necessary for the site however, a sedimentation and erosion control plan
is included.
March 10, 2004
S&EC Project #: 7077
Page 3 of 3
The proposed road crossings and proposed sewer casement will not impact any stream
channels, and will impact less than 1/3 acre of riparian buffer, per tributary. Current NC-
DWQ policy allows road crossing without mitigation if the impacts are less than or equal
to 150 linear feet of stream channel or 1/3 acre of riparian buffer per tributary. Because
the project impacts are within these thresholds, we believe that riparian buffer mitigation
should not be required.
Sincerely,
Walter Cole
Wetland Scientist
Soil Scientist In-Training
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Soil Survey Map (Figure 2)
Over-all Impact Map
Detail of impacts (3 insets)
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for DWQ
Engineer's Justification Letter for Impact 1
Topographic Profiles for Impact 1
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: 14,12
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: ?
II. Applicant Information
Owner/Applicant Information
Name: James M Adams
Mailing Address: 818 S. White Street
Wake Forest. NC 27587
Telephone Number: 919-556-5418 Fax Number: NA
E-mail Address: NA
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Rid._qe Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: wcolePsandec.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lexington Park Subdivision (Chalks Road) Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Granville Nearest Town: Oxford
Subdivision name (include phase/lot number): Lexington Park
Directions to site (include road numbers, landmarks, etc.): The subject property is located
southwest of the intersection of Ivey Day Road (SR 1170) and Goshen Street in Oxford. NC.
5. Site coordinates, if available (UTM or Lat/Long): (Inset 1) Road Crossing: 36'19'1.08"N
78036'15.98"W (Inset 2) Sewer Easement: 36°19'4.55"N 78°36'6.80"W (Inset 3) Road
Crossing: 36°19'1.21"N 78°36'8.48"W
(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): Approximately 40 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Unknown tributaries to Fishing
Creek
8. River Basin: Tar - Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.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 site is mostly wooded and the general land use in the
vicinity of the property consists of residential development.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential subdivision with permanent and temporary impacts resulting
from the installation of a road and a sewer line that are required for accessing the entire
property. Heavy equipment typically necessary for road and sewer line construction will be
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access to the entire property and sewer line access to the future residential subdivision.
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.
USACE Jurisdictional determination-Submitted June 6, 2002
NC-DWQ Buffer Confirmation-September 15, 2000 NBRRO 02-170
No previous permits have been issued for the property.
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.
Future permits for this project are not anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to detennine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fonns should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
I . Provide a written description of the proposed impacts: The proposed road, necessary to
provide access to the residential subdivision will impact channels, buffers and wetlands at
two separate crossings. Impact 1 (Lexington Park Dr.) will impact 3 linear feet of channel,
1,890 sq. ft. of Zone 1 buffer, 1,200 sq. ft. of Zone 2 buffer, and 3100 sq. ft. (.071 acres) of
wetlands. Impact 2 (Keeneland Dr) will impact 130 linear feet of channel, 6500 sq. ft. of
Zone 1 buffer, 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077 acres) of wetlands. The
proposed sewer easement Impact 3 will temporarily impact 565 sq. ft. (.013 acres) of
wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Inset 1 Permanent .071 NA NA Forested Wetland
Inset 2 Permanent .077 NA NA Forested Wetland
Inset 3 Temporary .013 NA NA Forested Wetland
* 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.fcina..izov.
*** 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 (detennination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: approx. 0.58 acres
Total area of wetland impact proposed: 0.16 acres total (0.148 - permanent)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length
of Impact Average Width Perennial or
Site Number Type of Impact*
(linear Stream Name** of Stream Intermittent?
(indicate on snap)
feet) Before Impact (please specify)
1. Lexington Park Permanent/Culvert 3 UT of Fishing Creek 3 Perennial
Drive
2. Keeneland
Drive Permanent/Culvert 130 UT of Fishing Creek 5 Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but arc 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 strew ns must be included.
** Strcam 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 internct sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest. com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 133'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 13
Open Water Impact Area of
Name
Wat Type of Waterbody
Site Number Type of Impact* Impact (if
applicable) ) (lake, pond, estuary, sound,
(indicate on map) (acres) 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): ? 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.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The anplicant choose the route for the nronosed road in order to have no stream channel impacts
and minimal buffer impacts. The sewer easement was routed in a way that avoids the stream
channels and riparian buffers altogether. The impact from the sewer line will be temporary and
at the completion of the project all grades will be returned to preconstruction contours. Please
note that the culvert locations for Impact 1 were configured based on topographic profiles. See
attached Engineer's Justification Letter & Topographic Profile Data). An additional Culvert has
been added per DWQ recommendation (see map)
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.
Page 9 of 13
£I 3o OI isud
(ah1(l Sq pa.gnbaa) uoilquauinaoQ It;juatuuoainug 'XI
dN :(sa.tou) paIsanbat uoclL,5iliuz puullam Iuasuoo jo lunoutd
dN :(sa.iou) paIsanbat u011u511tut puullam uuuudu-uoN jo junowV
dN :(s3iou) palsanba.i uotlustjttu puullam uuuudi-djo junoutd
dN :(;aad aiunbs) palsanbat uoiju2ijjw iajjnq jo junoLuV
dN :(;aaj lLouil) paisonba.z uotlust;tuz wua.tls jo lunowV
:uotjuuuoJut futmolloJ
oqj aptnotd puu aanl; afud uo xoq aluudoiddu oqj ?Ioogo asuald `posodotd si d-dAA Z)N oqj
jo osn 3I •utltl•xaput/ m/sn•ou•a;uis-iua•oZq//: llq ju altsgam dldiYOX aq; ?loago `dNA DN
oqj iod ssoootd uoiluoilddu oqj 3utp Sol uopmuojui luuotltppu .to,d •N3d B J0 lulllwgns of
.loud uoiju5piuz jo Iunotddu ualIum isanba.i o; puu Xliliquliunu auttzuajap 01 gOZS-££L (6I6)
IL, d2IMDN oqj jouluoo o; Xl!ltgtsuodsat s,juuotlddu oqj st 11 alou asuald •(,I-dAk3N) uzuz4otd
uot;uaoIsOld spuul;aA? uutlOILD LIPoN atll oaut IuatuXud gig apuut ag oslu tutu uotjuftjtW Z
vN
•papaau st ands atotujl pigs alu.tudos u
qou;ju asuald •uotlon.tisuoo jo poglow posodotd puu suotltpuoo alts juauno oqj jo uoilduosap
u puu `('DID `Jumosuo uoijuntasuoo `suotloulsw paap ` a) utsiwgoaut uotjuntasatd
`main uuld u `(uoguntasa.td zo `uotlu3io `juautaouuqua `uoilutolsal) pasodotd uot;u2tjtuz do
(?aad tuautl/a?ua?ou) junoutu put, od?j `utsug Jant.z puu LUVOtls pajoajJu `(aIisdjo3t `duet jo/puu
suotloaztp gou??u) uotluool alts :ol paliunl jou jnq `sutpnlout `algtssod su uotluuuojut gonuz su
aptnotd plnogs uoilduosop oq L •uuld uotju2t;tut posodoid ;)ql jo uotlduosap jauq u aptno.td I
•Itzt?tl•apt uu?s/spuul?amau/sn•ou•a?u?s•.tua•oZW/? ??u
ju alquitunu `uutlowo ulioN ut 31.zom urea.ilS ioj aptn[) iuotugoOj 1julcl s,OM(j ut
uotluaoIsa.z utua.IIS.IOJ sautlaptn-g lua.uno aqJ matnat of asoogo oslu Xuut juuotlddu ud •alaldutoom
su plod uo poould aq Ilutls oouaztnouoo &IMON 10 uuld uotju3tjtut pa.tinbol u fuploul
uotluotlddu Xud •Outssaooid ioj alaldutoo uotluotlddu oqj i;)ptsuoo of bMQ zo gDVSfl loj
.tapzo ut pogouj;u aq Isnut uuld uotju?tjtut 3tlj3o Xdoo u `joafold sttll ioj pomnbai st uotlu5tjtuz,Il
•patls.zalum OWLS atl; ut olqutada.td `sanlun puu suotIoun3
.tultutts 3utntasatd to `3utouuluo `i?uuolsoi Tutluato Xq sanlun puu suotjounj oomosoi otjunbu
jo sassol 5utoulda.i puu :stuua.tls su dons snjum uado loalo.td of s.taj3nq pajujafan puuldn ao/puu
puulJam 3utum;uww puu sutgstlgujsa :joafotd Oqj jo azts oqj 3utonpw :ol pa;tWtl jou atu inq
`apnlout olquotlou.td puu a1uudoiddu oq Xuuz juga uotjustltut jo saldtuuxg •pasodotd su uotju5tjtuz
olquotjou.zd puu ajuudotddu jo X11pqu1dooou sututu.uajap ut poioptsuoo oq Iltm ooznosai otjunbu
paloudutt oqj 3o anlun antjula.z puu uotjounj puu loudutt pasodotd jo od,Cj puu ozts Outpnlout
s10Jau3 •Iuuztunu 31LI Juautuo.nnua otjunbu all of sjoajJa as.tanpu julj a.tnsua of ?Cxossaoau
uogm pa.ttnbat oq Iltm uotju5tjtut `OOOZ `6 tlo.IBW uo .131st202l lu.tap33 3qI ut patlstlgnd `sIlULIad
optmuotjuN do uotjuogtpoW puu oouunssl jo ootjoN luut3 atlj tl;tm aouuptooou uI - gDVSfl
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar-Pamlico )
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Road Crossiniz (Lexington Park Drive)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,170 3 NA
2 1,350 1.5 NA
Total 4,520 NA
Road Crossine (Keeneland Drive)
Zone* Impact
(square feet)
ltiplier
Multiplier Required
Mitigation
1 6,000 3 NA
2 4,000 1.5 NA
Total 10,000 NA
Page 11 of 13
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stonnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed impervious acreage is less than 30%, therefore no stonnwater control plan is
required, however a copy of the sedimentation and erosion control plan is included.
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.
Sanitary service
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pen-nits. 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
Page 12 of 13
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
DWQ Project No. O-:?; - 14e-7
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: (-IEG t.EC-I n sJ -PA eK GjGt ?D1 Il1?'l o N) Z _
Contact Person: {)? 'Z?( "t3? w Phone Number: (4 p ) 64r-Zoglo
Level Spreader ID: I
Level Spreader Length 165- ft.
Drainage Area +A-0 ac.
Impervious Area 0150 ac.
Maximum Filter Strip/Buffer Slope 6.5- %
grass
Max. Discharge from a 10 Year Storm 12.'70 cfs
Max. Discharge to Level Spreader I z . v cfs
Filter Strip/Buffer Vegetation G 1zr,1 y ?c?1'
Pre-treatment or Bypass Method >J .
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
VI ET !J'. 3 UP
"AR 1 1 2004
II. REQUIRED ITEMS CHECKLIST
WATE--i % QUAL " I'( ?"*EC T ICN
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
IYty>3 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N Pre-Form Scour Holes are on flat slopes only
moo No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
N 1 A Bypass method is specified (if applicable) and plan details and calculations are provided
01 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
MIA No structures are located in protected buffers.
N JA Plan details for the bypass and outlets are provided.
Q I A- The operation and maintenance agreement includes annual erosion and vegetation repair.
m 1A' The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 03 - 14437
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: LEiUnll?CouJ PAIL -2UILPI v into >J ?79A4,n5;5
Contact Person: M A21al ¢ r Ec,l, Phone Number.
Level Spreader ID:. Z
Level Spreader Length _ 13 ft.
Drainage Area ©,Z,5^ ac.
Impervious Area D-D5 ac.
Maximum Filter Strip/Buffer Slope 5.0 %
grass
Max. Discharge from a 10 Year Storm 6,610 cfs
Max. Discharge to Level Spreader O ' q o cfs
Filter Strip/Buffer Vegetation F?
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
h a4, , Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
.t 1A Pre-Form Scour Holes are on flat slopes only
a 0 g No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
t-j I A Bypass method is specified (if applicable) and plan details and calculations are provided
Q JA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
pJ ?A No structures are located in protected buffers.
NIA Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
NIA- The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.__ 0_,?' I+9)_7
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: _L2?XtlJL-60N -720-eaC ?2-U*D1041CAJ Tart-A4,,
Contact Person: Alliz-1tL4 'Otaagl z Phone Number:
Level Spreader ID:
Level Spreader Length 13 ft.
Drainage Area /). 1 15' ac.
Impervious Area n , o7 ac.
Maximum Filter Strip/Buffer Slope Z2, 0 %
grass
Max. Discharge from a 10 Year Storm 0"50 cfs
Max. Discharge to Level Spreader (a _ EO cfs
Filter Strip/Buffer Vegetation F:2? a 6 5->'
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
( rifz Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Q to Pre-Form Scour Holes are on flat slopes only
N,D g No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
r, IA Bypass method is specified (if applicable) and plan details and calculations are provided
I f1- Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Al A Plan details for the bypass and outlets are provided.
O(A The operation and maintenance agreement includes annual erosion and vegetation repair.
1,01 A- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. L - 14-6-7
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Lu N &-ro rj Pq f7-1'?- .5u 7 -PI U 1St o"
Contact Person: {v1A-r--CLA c_ Phone Number.
Level Spreader ID: 4
Level Spreader Length Z5 ft.
Drainage Area n 53 ac.
Impervious Area D, to ac.
Maximum Filter Strip/Buffer Slope 3• D %
grass
Max. Discharge from a 10 Year Storm I.9 ( cfs
Max. Discharge to Level Spreader j .q I cfs
Filter Strip/Buffer Vegetation E
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
f ? Z
S-Zo
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result. in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
M h Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
Q No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
KI [Pi Bypass method is specified (if applicable) and plan details and calculations are provided
rv R Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
r discharge.
I f? No structures are located in protected buffers.
0'i Plan details for the bypass and outlets are provided.
t I f A The operation and maintenance agreement includes annual erosion and vegetation repair.
N/,_The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No._Q i - 14- -7
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : _ L?rnl&100 194" ? Uiz,, o rJ prJ> t
Contact Person: M Phone Number: RKY)
Level Spreader ID:. 5
Z?oq
Level Spreader Length Z? ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope '3. o % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm jcfs
Max. Discharge to Level Spreader t - S cfs
Filter Strip/Buffer Vegetation F??( (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
11lO-4 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
I t ?R Pre-Form Scour Holes are on flat slopes only
M06 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
tJ Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
tJA No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
?JJA The operation and maintenance agreement includes annual erosion and vegetation repair.
ti ]A- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. _ 051 - 14P)-7
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : "r4 l rJ& fo r1 P,40K- ?LC1?pi U1?! o nl Yl-4c?
Contact Person: W1a2z !??, t u, Phone Number.
Level Spreader ID: _ /
°Z
.Z'o
Level Spreader Length ft. (perpendicular to flow)
Drainage Area D• I `F ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0, 05 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm !?. 5 cfs
Max. Discharge to Level Spreader /9.5- cfs
Filter Strip/Buffer Vegetation rn>zr'?r' (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
t UV76 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Ff 1Pr Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N 14- No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
?, 14The operation and maintenance agreement includes annual erosion and vegetation repair.
rJ/A' The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
MAR-11-2004 16:18 BNK INC WAKE FOREST P.01i03
jr.
c3 BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
[ 10405-E LIGON MILL ROAD, WAKE FOREST, NC 2
919/85IA422 FAX [phone]
www.gNKinc.com
TO- N.C. Division of Water ()uality
A7TN: Bob Zarzecki -
1'ROJECT: Lexington Park Sub. DWQ# 03-1487
FROM; Marty D. Biz?e]I
WE ARE SENDING YOU
S ecifcations
Bulletin Dratvinoc
NO. COPIES DESCRIPTION
l Signed (TM A
_ greement
THESE; ARE i RANSMjTfE-r
l & : )r=cr
FoNotes: l3ob: -
Please let me know should ou have
office tomorrow, but will available
1 hAnar U of
Signed:
FACSIMILE TRANSAHTT.AL

_As Requested
For Your Use
Other
Cut-Sheets
n further uestions or concerns. I will be out of tllc
cell Rhone 919) 631-4493. -?
FAX NO: [phone]
DATE: March 1 l , 2004
PROJT 1YQ;
PAGE I OF 3
of Letter
MAR-11-2004 THU 16:00 TEL:[phone] NAME:DWQ-WETLANDS P. 1
r
MAR-11-2004 16:18 BNK INC WAKE FOREST
rt
--1 ?? "56 6672
P. 02/03
LEXINGTON PARK SUBDIVISION PHASES 1 and 2
DRY DETENTION BASIN AND tryvl`t_ SPREADER VISION H
Maintenance activities shall be performed as follows; OPERATION AND MAINTENANCE AGREEMENT
1 After every significant runoff producing rainfall event and at least monthly:
a. Inspect the dry detention basin system for sediment ac ast monthly,
vegetated cover, and general condition. cumulation, erosion, trash accumulation,
b. Check and clear the orifice of any obstructions such that drawdown of the
2 to 5 days as designed.
temporary
Pool occurs within
z• Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover to maintain a maximum height of six inches, and remove trashtas ended. mow
3. Inspect and repair the collection system (i.e, catch basins, piping. s wales, proper functioning.
wales, riprap, etc.) quarterly to
4• Remove accumulated sediment from the dry detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed
of in an appropriate manner and shall be handled in a manner that will not adversely sediment shall impaa be disposed
(i,e. stockpiling near a dry detention basin or stream, etc.).
impact water quality
The measuring device used to determine the sediment elevation shell be reading and not readily penetrate into accumulated sediments.such that it will give an accurate
DE'TEN'TION BASIN DIAGRAItR
Top of Dam Elevation: 40
Emergency Spillway Elevation:
75% Sediment Removal Elevation: 464.25 175%
Bottom Elevation: 463.0 ? 25%
5• Remove cattails and other indigenous wetland plants when the cov
plants shall be encouraged to grow along the vegetated shelf and fore bay er 50°? of the basin surface These
3• All components of the dry detention basin system shatl be maintained in good warkin
Level spreaders or other structures that provide diffuse flow sh g order.
accumulated sediment and debris shall be removed from the all be structure, and
maintained across structure. Any dolly maintained every six months. All
the entire flowspreading eve
replanted as necessary. n gradient ero ion must bte epalred and/or
page I oft
MAR-11-2004 THU 16:00 TEL:[phone] NAME:DWO-WETLANDS
P. 2
P.C)2
MAR-11-2004 16:18 BNK INC WAKE FOREST P.03i03
r-. u 4s
t acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party. y
Print name: James B. Brinkley
For CLM Associates, Inc. and Presidential Investors, Inc.
Title: Attorney-in-Fact
Address: 818 South White St.
Wake Forest, N.C. 27587
Phone: [phone]
Signature:
Date. March 11, 2004
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, A' , a Notary Public for the State of
County of Ake , do hereby certify that James B. Brinkley
personally appeared before me this 110 day of March, 2004, and acknowledge the due execution of the
forgoing wet (wetland] detention basin maintenance requirements. Witness my hand and official seal,
i
i
pq
SOW"
c?or?
f y PUBLIC f.G.
cotj
N-N
?u.GU Q. ?CLCLAiYL
/!/otary
SEAL
My commission expires
Page 2 of 2
MAR-11-2004 THU 16:01 TEL:[phone] NAME:DWO-WETLANDS P. 3
imap://[e-mail]:143/fe...
Iof I
Subject: Lexington Park Subdivision - DWQ#03-1487
From: "Marty Bizzell" <[e-mail]>
Date: Wed, 10 Mar 2004 12:58:26 -0500
To: "Bob Zarzecki" <[e-mail]>
CC: "Walter Cole" <[e-mail]>
Bob:
As discussed yesterday, please continue to hold the Lexington Park Subdivision file (DWQ# 03-1487)
open . We are very close to completing the requested revisions and verifications and should be submitting
a package to you by tomorrow (3/11).
Please contact me should you have any questions or require any further information.
Thanks,
Marty D. Bizzell, CPESC
BASS, NIXON & KENNEDY, INC., CONSULTING
IPMO
lima ENGINEERS
® 10405E Ligon Mill Road, Wake Forest, NC 27587
PHONE [phone] FAX [phone]
3/10/2004 2:23 PM
I
mailbox:///Cl/Documents%20and%20Settings/bob_zarzecki/Applicat...
Subject: Re: Lexington Park Subdivision - DWQ#03-1487
From: Bob Zarzecki <[e-mail]>
Date: Mon, 23 Feb 2004 09:42:50 -0500
To: Marty Bizzell <[e-mail]>
r
5 a31
Marty,
The file was placed in my box on Friday. John Domey (our acting engineer, while we try to fill Todd's
old position) needs to give the thumbs up on the stormwater. Mitchell recommended approval assuming
that the stormwater looks ok. I'll put this in John's box this morning to review the stormwater.
- Bob
Marty Bizzell wrote:
Bob:
I hope things are going well with you.
I understand that the Lexington Park Subdivision 401 permit application may have made its way to you
for issuance and wanted to confirm that you have all information that you need for issuance. Also, if
you have an idea of when the permit may be ready, we would like to pick up the permit rather that
having it mailed. Land Quality is requiring that we submit the 404 and 401 prior to beginning their
review, so we would like to get a copy to them as soon as possible.
would appreciate it if you could let me know the status of the permit.
Thank you for all your efforts.
Marty D. Bizzell, CPESC
BASS, NIXON & KENNEDY, INC., CONSULTING
VMq Iwo rv I I'm 1 19 ENGINEERS
Loa 10405E Ligon Mill Road, V -GTomt? 587
® PHONE [phone] FAX [phone]

a
CN)
vf?

?r
Or

s?> ?zu ?F

c ?A
10 t7
1 of 1 2/23/2004 9:42 AM
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Lexington Park S/D Project
Project Number 03 1487
Recvd From APP
Received Date 11/25/03 Recvd By Region
Project Type road access and sewerline construction for future s/d
County Granville
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream Acres Feet Etj
Type Type Impact Score Index Prim. Supp. Basin Req. Req. 12 Forested FT O N r- 28-11 r C NSNv 30,301. 0.16 F ?-
14 forestedF770 N F_ F_ F_F_ 30,301. I - I
TPBR Buffers FT _0N F_ ??? 30,301. 0.33
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1
i
Comments:
January 29, 2004
L
Triage Check List
o v. Project Name:
Date: 4/4-5
DWQ#: -iy?7
??
County:
To: ? ARO Mike Parker ?' WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
?/ ?'vC S Telephone:
(919) From: The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
'Eninimiza-don/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
?.' Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

CcJ L -4/cam
/r

S
D- vkA,,d
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
? 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
I TEL: [phone], FAX: [phone]
?. -1'44o VI. -I7op-N E`r
?I VIG/10N OF \'k) -= t1,AL't t?
0;;y Chi t`2?? 9L- vD .
fk,5-1 , fJC , Z76 a4- Z? o
TO
(LEI EM 0IF UMMSOMOUTrUd
OAT[ - O JOB MO.
OZ I OI
ATTiNT10M
?? L N?o ? ?U Vls? o ?

WE ARE SENDING YOU ? Attached ? Under scparato cover via the follwvin,7 Inns:
? Shop drawings AA Prints ? Plans ? Samples ? Specifications
? Copy' of letter ? Change order ?
cones DATE NO. DESCRIPTION
7 p aEE? I A&r P ZQ er

Cc P or -fo4- P

THESE ARE TRANSMITTED as chocked below:
9 For approval ? Approved as submitted
? For your use ? Approved as notod
? As roquosted ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE
REMARKS
-6

4
g -f UU o?,--Cuo N ,?:, o 2 Aj ( iz,tJ S .
WFT( AP"9'1 1 " "OUP
JACK! t >OU4 "ATER r t r1. 1 i tzt HON

-Tt44 ?
COPY To
SIGNED:
n encbwrns are not as need. ?indir notary usL . enc..
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
20 ? PRINTS RETURNED AFTER LOAN TO US

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
919/851-4422 FAX [phone] www.BNKinc.com
January 8, 2004
Mr. John R. Dorney
401 Water Quality Certification Program
Division of Water Quality
2321 Crabtree Blvd.
Raleigh, N.C. 27604-2260
Re: DWQ # 03-1487
Lexington Park Subdivision
Granville County, N.C.
Dear Mr. Dorney:
Thank you again for meeting with Walter Cole of Soil and Environmental Consultants
and myself this past Tuesday morning. I feel our meeting proved to be very beneficial.
As discussed at our meeting, we are providing you with 7 copies of the revised plans
showing wetland and buffer impacts.
Responses to your comments dated December 5, 2004 are as follows:
1. Please indicate all stormwater outfalls on the site plan.
All stormwater outfalls from roadway ditch channels have been indicated
on the wetland and buffer impact plan sheet as well as the inset sheets.
2. Please indicate the diffuse flow provision measures on the site plan. These
measures are always required for all permit actions in the Neuse and Tar-
Pamlico basin.
At each concentrated flow discharge point to a riparian buffer, a level
spreader has been shown and sized according to DWQ sizing
recommendations.
In addition to the above comments, we also discussed the wetland impact area shown
in Inset 1. The proposed culverts have been located in the existing low point of the
stream channel at the proposed street crossing, outside of the identified wetlands. No
6VETLANDS 1401 GROUA
JAN 0 8 2004
ON-
Mr. John Dorney
1/8/04
Page Two
existing stream flow patterns are proposed to be altered, so as to have as to minimize
impact to the wetlands. It is our observation that the wetlands are not located in the
channel due to intense timbering operations that have occurred in previous years. The
wetlands appear to be "perched" at a higher elevation than the stream channel.
Surface water appears to be the source for the wetlands versus ground water. As
discussed, a field visit will be required in order to verify the status of the wetlands in this
area. Walter Cole will contact Debbie Edwards with DWQ in order to schedule the site
visit.
Please review the revised plans and do not hesitate to contact myself at 919-851-4422
or Walter Cole at 919-846-5900 should you have any questions or concerns.
Sin erely,
Marty D. Bizze, CPESC
Bass, Nixon and Kennedy, Inc.
Cc: Jim Brinkley, Millridge Company
Walter Cole, S&EC
Project File
12/23/2003 08:42 FAX

U.S. ARMY CORPS OF ENGINEERS
Wilmington District copy
Action ID: 200420216,17 County: Granville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICA'T'ION
Property Authorized
Owner James Adams Agent Soil & Environmental Consultants, Inc.
Attn: Walter Cole.
Address 818 S. White Street Address 11010 Raven Ridee Road
Wake Forest, NC 27587 Raleigh, NC 27614
Telephone Number 919-556-5418 Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The Lexington Park
subdivision is located on the southwest side of the intersection of SR 1170 and Goshen Street, adjacent to
an unnamed tributary to Fishing Creek, in Oxford, Granville County, North Carolina.
Description of Activity: This permit authorizes mechanized landclearing, excavation, and the placement
of fill associated with the construction of Lexington Park Subdivision. Temporary Impacts to wetlands
authorized by this permit include 0.013 acres for one sewer line crossings under NWP 12 (AID
200420216). Permanent impacts to wetlands authorized by this permit are 0.148 acres for two road
crossings under NWP 14 (AID 20040217).
See attached Special Conditions.
Applicable Law: ____X _Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only,
Authorization. ' Regional General Permit Number
12.14 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Kevin Yates at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date • December 16, 2003Expiration Date December 16, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

12/23/2003

Action ID: 200420216,17 County: Graville
SPECIAL PERMIT CONDITIONS
1.
Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit The fencing shall remain in place throughout the duration
of all construction activities associated with the project.
2.
Deed Notification
Permittee shall cause to be recorded in the Register of Deeds for Granville County a plat,
showing the subdivision plan for the property, and a survey of the boundary of the
jurisdictional waters of the United States, as approved by the Corps of Engineers, within
60 days of issuance of this permit, and prior to the sale of any property within the
subdivision. Permittee shall provide to the Corps of Engineers a copy of the recorded
deed within 60 days of issuance of this permit.
Ko C" -
lJj
w\-
U
J
o ICU ` ??C? a?Jd I?X
?oF WArF9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O Gy North Carolina Department of Environment and Natural Resources
y Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 5, 2003
DWQ # 03-1487
Granville County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
James M. Adams
818 S. White Street
Wake Forest, NC 27587
Subject Property: Lexington Park Subdivisions (Chalk Road)
Dear Mr. Adams:
On November 25, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of road access and sewer line construction for future
subdivision in Granville County. Approval from DWQ is required to disturb these areas. Please provide 7 copies
of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A
NCAC 2H.0500.
1. Please indicate all stormwater outfalls on the site plan.
2. Please indicate the diffuse flow provision measures on the site plan. These measures are always
required for all permit actions in the Neuse and Tar-Pamlico basin.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
0 r1R. orney
4Quality Cert fication Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Walter Cole, S&EC
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), (httpr//h2o enr.state.ne,us/ncwetlands)
Customer Service #: 1-877-623-6748
Ax
ticuEN

Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
November 21, 2003
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Kevin Yates
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Permits 12 & 14/401 Water Quality Certification/Buffer Compliance
Request
Lexington Park Project
Oxford, Granville County, North Carolina
S&EC Project #: 7077 W-2

;Vti I °1t'VDS/q01 CROUP
NO V 2 5 2003
- WATER
Dear Mr. Dorney and Mr. Yates: QUgLITY
D%?j?-? -- SECTI
O,y
On behalf of James M Adams Sr., we hereby request authorization from the US Army
Corps of Engineers to use Nationwide Permits 12 and 14 to cover permanent and
temporary impacts to wetlands (see attached impact map). We also request written
concurrence from the NC Division of Water Quality (NC-DWQ) that the project
complies with the 401 Water Quality Certification associated with Nationwide Permits 12
and 14 and the Neuse River Basin buffer rules. A Pre-construction Notification
Application (PCN) is attached, which includes an agent authorization form.
The proposed project consists of a residential housing development and is located
southwest of the intersection of Ivey Day Roadside (SR 1170) and Goshen Street in
Oxford, North Carolina. The project site is approximately 40 acres in size. Please refer to
the USGS topographic map attached for the location of the project. A detailed
delineation was performed and information to obtain a jurisdictional determination was
submitted to the USACE by our office on June 6, 2002. On May 23, 2002, Ms. Deborah
Edwards of the NC-DWQ conducted a site visit and determined that the stream features
on property are subject to the buffer rules as indicated on the attached site plan. Ms.
Charlotte Office: Greensboro Off ice: Hickot Ofticc:
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: [phone] Fax: [phone]
November 21, 2003
S&EC Project #: 7077
Page 2 of 3
Edwards's buffer determination confirmation letter was received on September 6, 2003
and a copy of the letter is attached.
The proposed road, necessary to provide access to the future residential subdivision, will
impact buffers and wetlands at two separate crossings. Impact 1 (Inset 1) on Lexington
Park Drive will impact 3170 sq. ft. of Zone 1 buffer and 1350 sq. ft. of Zone 2 buffer, and
3100 sq. ft. (.071 acres) of wetlands. Impact 2 (Inset 2) on Keeneland Drive will impact
6000 sq. ft. of Zone 1 buffer and 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077
acres) of wetlands. The proposed sewer easement (Inset 3) will temporarily impact 565
sq. ft. (.013 acres) of wetlands. Please note that there are no proposed stream channel
impacts for this project.
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 to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre) or if discharge to any open waters is
proposed. The applicant requested a detailed delineation of wetlands present on property
prior to site plan development in order to avoid jurisdictional wetlands to the maximum
extent practicable. The proposed road is necessary to serve as access to the property, and
the sewer easement must tie into an existing line near the southern portion of the
property. The applicant choose the route for the proposed road in order to have no stream
channel impacts and minimal buffer impacts. The sewer easement was routed in a way
that avoids the stream channels and riparian buffers altogether. The impact from the
sewer line will be temporary and at the completion of the project all grades will be
returned to preconstruction contours. Because the proposed road and proposed sewer
easement will be constructed perpendicular to the stream channels, minimizing the
amount of wetlands impacted, we believe the USACE should not require compensatory
mitigation for this project.
NC-DWQ's current policy requires written concurrence for impacts to any stream
channel within the Neuse River Basin. Because the applicant plans to impact two
jurisdictional channels, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Permits 12 and 14. NC-DWQ's current policy does not require wetland or stream
mitigation for stream channel impacts below 1 acre and 150 linear feet per project.
Because there are no impacts to channels, and proposed permanent impacts to wetlands
are only 0.144 acres (Le less than 1 acre), we believe that neither wetland nor stream
mitigation should be required by NC-DWQ. The proposed project will result in less than
30% impervious surface, therefore we do not believe a stormwater control treatment plan
is necessary for the site however, a sedimentation and erosion control plan is included.
November 21, 2003
S&EC Project #: 7077
Page 3 of 3
The proposed road crossings and proposed sewer easement will not impact any stream
channels, and will impact less than 1/3 acre of riparian buffer, per tributary. Current NC-
DWQ policy allows road crossing without mitigation if the impacts are less than or equal
to 150 linear feet of stream channel or 1/3 acre of riparian buffer per tributary. Because
the project impacts are within these thresholds, we believe that riparian buffer mitigation
should not be required.
Sincerely, -?
Walter Cole
Wetland Scientist
Soil Scientist In-Training
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Soil Survey Map (Figure 2)
Over-all Impact Map
Detail of impacts (3 insets)
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for DWQ
Engineer's Justification Letter for Impact 1
Topographic Profiles for Impact 1
Office Use Only: Fomi Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA°.)
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: 14,12
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name:_ James M Adams
Mailing Address: 818 S. White Street
Wake Forest, NC 27587
Telephone Number: 919-556-5418
E-mail Address: NA
Fax Number: NA
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: wcoleRsandec.com
Page 5 of 12
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: Lexington Park Subdivision (Chalks Road) Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
N/A
4. Location
County: Granville Nearest Town: Oxford
Subdivision name (include phase/lot number): Lexington Park
Directions to site (include road numbers, landmarks, etc.): The subject property is located
southwest of the intersection of Ivey Day Road (SR 1170) and Goshen Street in Oxford. NC.
5. Site coordinates, if available (UTM or Lat/Long): (Inset 1) Road Crossing: 36'19'1.08"N
78°36'15 98"W (Inset 2) Sewer Easement: 36019'4.55"N 78°36'6.80"W (Inset 3) Road
Crossing: 36°19'1.21"N 78°36'8.48"W
(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): Approximately 40 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Unknown tributaries to Fishinfi
Creek
8. River Basin: Tar - Pamlico
(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 site is mostly wooded and the general land use in the
vicinity of the property consists of residential development.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential subdivision with permanent and temporary impacts resulting
from the installation of a road and a sewer line that are required for accessing the entire
property. Heavy equipment typically necessary for road and sewerline construction will be
used.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access to the entire property and sewer line access to the future residential subdivision.
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.
USACE Jurisdictional determination-Submitted June 6, 2002
NC-DWQ Buffer Confirmation-September 15, 2000 NBRRO 02-170
No previous permits have been issued for the property.
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.
Future permits for this project are not anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proposed road, necessary to
provide access to the residential subdivision will impact buffers and wetlands at two separate
crossings Impact 1 (Lexington Park Dr.) will impact 3170 sq. ft. of Zone 1 buffer, 1350 sq.
fl. of Zone 2 buffer, and 3100 sq ft (.071 acres) of wetlands. Impact 2 (Keeneland Dr) will
impact 6000 sq fl. of Zone 1 buffer, 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077
acres) of wetlands The proposed sewer easement Impact 3 will temporarily impact 565 sq.
ft. (.013 acres) of wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Inset 1 Permanent .071 NA NA Forested Wetland
Inset 2 Permanent .077 NA NA Forested Wetland
Inset 3 Temporary .013 NA NA Forested Welland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nn,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.go .
*** 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: approx. 0.58 acres
Total area of wetland impact proposed: 0.16 acres total (0.148 - permanent)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
N/A N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-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.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No channel impacts are
proposed for this proiect.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
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 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): ? 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.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant choose the route for the nroposed road in order to have no stream channel impacts
and minimal buffer impacts. The sewer easement was routed in a way that avoids the stream
channels and riparian buffers altogether. The impact from the sewer line will be temporary and
at the completion of the project all grades will be returned to preconstruction contours. Please
note that the culvert locations for Impact 1 were configured based on topographic profiles. (See
attached Engineer's Justification Letter & Topographic Profile Data).
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
necessary to ensure that adverse effects to the aquatic environment
wil
are
1 be required when
minimal. Factors
Page 9 of 12
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/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.
NA
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:/lh2o.enr.state.nc.ushvrp/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 (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
Page 10 of 12
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar-Pamlico )
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the. required amount of mitigation by applying the buffer
multipliers.
Road Crossing (Lexington Park Drive)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,170 3 NA
2 1,350 1.5 NA
Total 4,520 NA
Road Crossing (Keeneland Drive)
Zone* Impact
(square feet Multiplier Required
Mitigation
1 6,000 3 NA
2 4,000 1.5 NA
Total 10,000 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 1.
Page 11 of 12
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
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.
The proposed impervious acreage is less than 30% therefore no stormwater control plan is
required however a copy of the sedimentation and erosion control plan is included.
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.
Sanitary service
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
Page 12 of 12
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
soy
Figure 1 - USGS Map
?• -? ?? Oxford Quad (1981) /•?? ,?li? ?= v? ?-' - •1
Diu ? u • ?% `-'II"
S6 X5 J Soo Oxford, Granville County, NC
1"=2000'
f 1024 S&EC Filc #: 02-7077
Oxford Subdivision
BNK? r? /I r
500 -. % ? ? ? ..? \/ 1 .? _ '`.?? II° l 1??--• 11
.J ?/??a <SO V 1?---
201 / O ?.?•??::::: - it r
1 \ \
.023
_Vf
BM
00 %;zz \ C y ?•-470 r \ltS???t k?? f t_ P l -?-??T)
-
4, t Q} it u• , a7
4022 u _ 1 wli j h n
- @ L j 4J . l\ d
?-
11
N -?) x515% -????? ,' ?'/ ,!\? ?y :?a F? vS.??i? `"oYG'??" I: ?, S?? t •?
?m 11 j " '<bx t' I \ \` s 1 ! f 1,.<.?Cuur t s ?LJ#??1T'S? (?1)? ?
\ IKu unt n u`14 ,•? ? 1; L ?\ .1 °?? ?c ? ?(' /% I ?,OR ?, ?9s
I 11: 8 I 1 I ?? I - \?lt{ ,\\ /?` ? ??G.F ??m0ty1R ` 1?? Yl •, y, \. a
a rK"
LJl j ( II; ;:i • } c Wxsr(1 f rl ?? .01 µuy 'x e la Pa
V' _?s O ell / ' ? ?. • `.. \ \ ? ? _ ..±
cz7 j J %.1 It II{ . 1500 l r S- ` \ r;
4020
Lake 1 I Plahi f 1 ` 1,<so \o 4; / ,??`y , ??: t g°
LL. F"
•i,. 161 0 ? ? ( 4 f ?
1 < ?-
o Subs liori.
f C:
-CIE -
(C on :?l n • SO J?ytfN\ I d
al?t a ?`
< 16461 u ?,
/Ch ?
.419
17'30" b J ?!:
1649
owaE
__j la
Ln,Q i ? Ertl '? f:' '?(?• C[ -
;r ii eFi A +CeO? :??rL {?i f3 11 MatilC - Soils Map t} YAEi f? ? ???` I?
{-4 ?i 1 s
Iri{'i4` ( Ge(, -•\ :',r?f SI1CC1' Number 10 Va13
/ •
2? w Hra '?? OxFford' Granville CountY5 NC
1"=2000' t /f
t , v J Vad`
fob > cEQ r ?4? ) S&EC rile #: 02-7077 ira r
,tt, Ha6 ° _ _ -?.?4•:' Va:f Oxford Subdivision t, G?c r _ BNFC ) Apt /
x 3 o u
:
tj(Flt ^_ w y?at3 i ` a v 1 a 4ApQ
t^ #? < K: rte j •' '` tT?,i? Rr rs lv q
S6 ?? }51 HrD { r itl F??w ?d3f h? i?/ r;? siC7?•= -nnr
3??{Y ''k ©` `a ed? YC2 i ? ? E;nL ? I`?? EdfG° r.?
ilC . ?, u ' p t ? t ° ?' Ucl trG t ^ } r r 1? ..x /?'©?
VaC Urt3 GR s t"E °3? ftf n It ?;
1 ?c x Ct.A C rfr2> > .r i S 1. tr 4 \ l YaGf '
He
- t
tr ? ?..• r?: ? ? ??• t ; t;. e ?? \,•-rr'+ t'`, y} 1,,r.,. ??!Q b? 2
+ ??7 .SJ? q 7,;. <__? s •) '.f I l 1 ? tt, 1 /?. ,. i? s - ? r '. r t 7 ? ? ,
> y CEC.?"L ? F? 1 t LJ . t ? . ? --({ L) T } '
{ z ' Vaa.' >. >? c, '?.^ ,, ?, y a/ ,. AGC Ud `¢? La, r + 4
M-1
v
.b - ,? t s ?f > tfr Sb. ?,'.t 4•^H tS.T?V? \ \ (,` > t`. (Jy?'t-. - ?? Y 1 ?s? ,? ?n e ./ L `43r l.t ,.
Ft :..y '? )C" - . f i ?eqj •?: ? > 1 Yb ?`" _. - h f3 ? ? j. r ? i'f
h r x?/ :r t ? w^ ,? tp t d t' ?- ?Yaa
T ^• ?`' ? ' ? tieo \ ?? ?' ? ?ca j+1` aQ ? S !,c g,' 0. ? Ccff? ? t t z4bi, r c ' ? t.? t ?c7 ? l?,8 ` (7aE >',- - t
-y` ?'? ;Yt ?K ',? ''' 'Ciao [ < i J tZ R ` -'[1 r < '"^AY¢ YT
jF Vaa to a ?. ?s? 4•;r:gN" ,;.?7i <>ts ? s.? `f>?? .?< :?t r ?, r ,?
?i? a ?1?-_.- •i ? .v?U''+ ?a. .q`!"? ?.rt ? .(• .• F <t ?r _.. a - 5+ ...%-• t c :l Y? j /'?,=r.'.
?a ,.,'v?, p, _ _ h,>..4'/ \ Y N \- a'i Tc`C,` Y a t f•h.t
:'s r -.?) V } ,??EY` q'c ?ji (c .r? ? .? L ? ? f c /'•uG :-. 1C. }/?4??, ? ??? i.-' ..', { r?? yf,CR?C'1 + 4? ".i
4ff3 C,?Li ? C,•s ;a ? ?! t ? w _- i'r. ??. }fir ?- s ?. c 'C`hr 'y ? C?
t-' w 4. r ? v h CeCP ? 2 .s aa. ? .:.?? -r?*.. ? r r11/q; `c fJ t F , '? " ? ??i' S
Q7 `:. {, ,%,...t ?• ti ? f s . L T °t i ? i r? ??,,'4 > -?.,,_.? .lv (a ? (? 1Q ,r ?,
? VaR ? ?YCx . I ?t?s{? ? J `% t,.- / . s Paks`' ?/r?#'• 1 r/? .r (•"? >..:°Y '' l
}9Q t' ,-?td?sav4 r AP(3 f E W ?
`r- r ?-tc Q,yti '? -Yaa .. ., X aG ?S eo. * ? ' r n'• rt'UC• .. .1S4 , i ?//` j AuC • < v?; t r .:A?; - js f C? Ceii2 <?,c,.GCCl{: 1 ttCh.? n 9`?.
} t 1 T `r Ud PaG r t t .? 1 t
j? ? ?? ?( 7'zr , ^i's r ?' ? +ps ? .3 r'rC . Aa ` ? ? ? !; ?S F x•, •^9c ' ?45?/?(' ? cn yl.? t??w
??y? l••i ?' . ?1 :14r? ••s` -V-C ,? ,r ' '. 4 ° r? s ?° '' ?,? .- ' G- . .Q
'Y "?J 2r`s t-let3 rf .l"'` Y' lt!` da i y ' ? , /? .r ? 1e , M ? ;• :r ? U?? ?•
F ) . (
', 1,Y •c'Ai?,r ?r<,a 4 *.
4 Y *,,r ChA
Ji R nc, ` `?4 ? " ' S e ? r )'> .. fi f , „ y •?i,o 1 ? .i v
c 4' / J? - ? "'ti ? ;? '+rr Y ? •s,$' t 2 -? ?k`iL V?• :, , tFY ? ;') h.` %? .: ? oC'k,. ? 4 ?? t . t { ?.. r f ? { rV!
'p c X ,? obi ?4.y3 TK c 1E,/: J } f ??? T t+Jt li?'S
? ?\' .ti, •r r?'? ?y i .' fit. I -"• '' .y.` -??e a r? f r ?t 'c ?"' t44 i1<' .v ... t.4 a???!'k?. yStV' j ('?i 'Zr ?f 5
Y r r ?f ¢? '!' 4. f ,ro`iJft? c't r x y s jy e'iS'1; ` rv ?' tA?
Su ?.T?R 'i 'X `• o+. / f ?.f ?'+ v, / ?` s.: rc+-.fi}e. } yra' UrG s,+i' i, , r , 'i f t }r its N? tae t? tF_
?YaQ A:s?a a 4 .. <}" ? 4 •t v` f!4 t ??^, s} .? f
t o ;r rt r r as V F? ?> z. ° ct oc? c , K,? ry?tt yt }4>;
" { t ?r ayiY• k b a
"ar - f" > ,w,{, < . ?? y: h` ?> '.. Y? s'• ? .?A' ? +a^ i??,/ 'ft' ,,cp ,? < ?S' ..( ,pt?? "kt'??S'?3r`^t`n ? ?i \ r fi .. ;
t 4 .. i't. , ,,•rvl3 r.*? : ? - ? ('C'+l ? i S, y V < ' \ ` '` #i # .. bra ? b y t r
i s ti14 a ??? U it r ! t it c.? Tr r zt2
!! 1 i rk Fx(3 kia * .Y t S x t 4< c 1UtcOR4
r,>f?r `r S
r U/ ??[j f i V?B' ; { rt ? Fi `? , W£o t} s, S ti f f '
?tygZ > N t:iJ {? j f i 3',e v >r ?V+'}/,v?>s e rA
APa .y a 3 ,d Y ' y? t }` S - ? - 'C5: Y'. t -/• r'y. N r t i ,.
., ? / zS.: ??_:? .. 4 ti t':1•' l.t. IOJ4
„?3. t t ?• • t r ' ': f,R Sit 3h t, ?.+",t • 1.
6 ... '?. t'{ - Y> ? tc t ,? T L!; t i? t?<•,fi.. ?'/r"?( n ?v ?K ?? r IkGL:. .
VaC ?i4} • aro { t ?? ? 7rN d r?„ t + ? 2, a +• ? t ? s c ,, tti Y?,
ApEi V e fh y .. y r 3', St -. ?ti R c? 5 4 w }? y f>° 3 s /t. I
a.• .raa -. ? .s? ?Sdr C *? ,T`• ?* .ty. f r t Y `v`.s r'it' P?.
? .'11. t ?`. Y a?. ?r.}• r4ti } 1h rh ? - `s G s?4- S ? ?tIG e s S r'r?ty ?Y?,)' {. ? , ? -;'
c ? '"'?V ? '; ?. lac c t _ '?r Lr r r y a,\, t S b - 4 .
a Ya?? Tr ? >?4? P: yak" ?,r ?• ? ty ?' NS?.?? ? r + `L v-„c t 34' Abp
it'•t,1 ? 1`> '• c`?' .` L .• , ? ? $ ? ?<?£ C' ?ti ?r.G i•4?'P 5 /' 'J/ ( J C. S?y,,fl;
L• ?? t ? ??? ?. tt ? gY ?+ ? r ?':tA ac .t ! ' ? ??st 4 e ? -} w y.? ? .^.. -fir
HeB
>?<fkl r - } v -.t s b>?Al{r }``<? }1. r b?'' ` 7 t ',: ir? `'(
5 a qC\A' o i >,
jt&A
Va , L)4i t)1 t ?` VaQ ti64 7°.} \; r t.f s n19 t ?'Y l' f Q - Ud? y 71?}t3? 8.
UrC ~c 1 ?p
• s: JtPE3 ep S x 4y v f Z C ??-. 4? > ? ..:.!5? ',
AU?
qpQ y t { tNr ;/uI? ( ChA / t,Ctll? \ tys:
ArL.-1,, ? t tv 5 r? /: (., r y? J•? 'a? AUro ! ~AjS[j',t .`y ,AUCT uC: ??' U? .FuC
iicQ t UtC " ' y ° A;. ? , '' stiri\ :? t?• r .?`f r/ ?,JG • AuC a%? Q?:l
?Y G; ` y cF , .: '11rG > '? `( ? -`EnE3? ? i Va6
v?r3 tiee> \ ,,. f i ure f ? fir'
ALIC

v
2
IT]
v
M
Z
C
O
M
0
?v
II
V
fV
C7
eMo XUiN000 'N
M-
J
m \\ UN UNDO ;ny$
w / wry 'mi
AZ <? 01 ?{. •o i nno
W< lz
Znul ao<
A
-0 VI Im W ?.d /
A m
rn
c -6
i 0 hYJ
_ i
,.0
?i' i e / /' rte"
MV)
101,
Qv 1A
' ; 1 ? 11111 __ _ m -?
1111 ? , ?\ ?GIY r
j j U U U
? N U
m U
m U
m Z
O
N ,o m ?
0
0 0 0 0 ? ° ?
N a tl, ? ? m 0 ,D

D
s z
? n n n CSi n >
>L7
m
o
• 0 0 • • . . 0
. 0
.
•
. m
N a ra a ?C
n n n n ? A C1 DO
0
0
n

r"I

C 0
C C C C C (1
c
• f7
c 0-

' r-
0
-1 1 -1 -i -1 T y ri
'1 C ?
m

-i
N ° N a O
x x x x x x x x m
m m m n ?
U ? N Z
M
X x x x x x x Z
a y a s a a a N
1 C ? I /?' I / iD
I / 1 n \ \ I m ?r?isll0 r'- S-I q I J ~? A' j
It, 2 J" 11 -
j I 1 11?11i111?1 ? ti ? .v ? ? ' 1 toGw>trlm ?? ? ( j ??I 1I ` ! 1!11!11111 ? ? zr.-.?ro -®__ __ - --' - (
? 11111?1 - ?imw-IomN? ,. ,.
I 1 O 'Ihp - - / '
M { '?{ ? W °
03
_ I
1 J Ir ,,? 1 \ ® I' C
f 1 I( l 1 / l x
/111111
/
{ I ? ? ? ,/ 1nn° I
it I 111 \ `^?? t y ?• ?\ - /, / / I / / 1 ~ °Jf ?rl - _
> /
/-- M M 11111{ ! / ! \t \
ao / ??? 11111!1/////111 r / ? / / •?•?•+•?? '^?
M ??? H/lli?IIIF?11/€- O i i% l `? -?`. I i°-
v+ ?n??rltlr?l?r

a
P::::::: :: APP Pe P
E r

f P P P P P P P f P P f f P P f f P P P f P ?
EYptl::07 R: tl:y E:::R EEi
f •• ? f P f'?
E7
yN P P P? f?
l ° f P P
B ?:"
f 9
E
2tltl yEE
tltl tl
EE: y11
pp

6irabeoi lfEd:6t titY6 Stti

e 4 P f P P P
E2tlYtltlEL P P 4 P P P
YStl=EL P F P P f
Etl7tlL f .'
ttl6

[
i 'Y
1Y? "
1
pYli?
- E
t '•
.iif:s tlEp
Zz ? 1111111 c / I I \ o zo
\ 1
%
%
%
o ?? ? C`? h' \?Z?i mom(
C I
2 2!xI
_ /? rylyo r _ I Of
? I R/.r
M c/)
S _N C r ` ' \ t ?c?L? f
cl)
a l
/ \ \ I AI
_M__ _ a
44
ffI
-i J
r ,n i \
_ 1111 1 ii POI'/ a,,1
?? 11 Cn N
AAM U)
_ 'ss^?ss ss?" S`- r- \rr?s?T7 N,? i?? 1I m
tl ?? Lam, r 7l'
??A
8 r r l
y

d
C_ ?,(1 dt? ' D

ffi l l
A g i l l
8
a
r s
r
x s
r a
r
x
x 1 x
tS
w
7 tl
n
7 x ,
> b
u
1
u
l x
1 m
1 O
1 ?
' ?? ; O
r 1 n
o
g gg °
C)
N Q E r
z m ;-6 G)

l C)
=zo-11=O
CA ?mc Pn
N rIN N
?z o
?s1yv-IyoymN0
?11ASS E ?A(R
?O? tlu.
wo+
cs Z z
•r- z v c-• C ?•
r r -1 O
ITj ITj N S D
SHEET LEXINGTON PARK SUBDIVISION
1.0 PHASE I
OF
......... NORTH DARDI INA
RELEASED FOR CONSTRUCTION
f .. e...
6 NO. DATT DRAWN 6Y
CONSULTING ENGINEERS 1?1 ??I11I
SEDIMENTATION AND •6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NORTH CAROLINA 27607 k
EROSION CONTROL PLAN 10105E LIGON MILL ROAD, WAIF FOREST,NORTH CAROLINA 27567 -
NtJ._ I DATE I Drs?R,PT10N TELEPHONE: [phone] or [phone]
ALE: f . w OIK EY:
I
rl-?I

M i l

S $

?
;1
;1 x
S o
N
VD
x
C") lH

o -
u
? u
-
O

x

co
c
11
T
m
D
NC GRID NAD "83"
77
SHEET LEXINGTON PART( SUBDIVISION JOB NM DATE DRAWN By BASS, NIXON & KENNEDY, INC.
1.1 PHASE I INSET 1 CONSULTING ENGINEERS 1191
•9110 CHAPEL HILL ROAD, SURE 250, RALEIGH, NORTH CAROLINA 27607
OF •10A05E LIWN MILL ROAD, WAKE PoREST, NORTH CAROLINA 21617
D. E TELEPHONE: [phone] or (600114&-1879
CITY OF OXFORD, ORANV111E Cni,"M, NORTH CARMINA SCALE: T• • ]O CHK BY: f C FFVI°,Iny9 fAX; I919?1I6LM66 IPALFIOH1. 1 91916 7 0-17 6 7 IWAKP FORFSn
40T RELEASED FOR CONSTRUCTION

co
w

1

l
rr\1
_.,1 -7

I\
rrrr
.rrrrrrrrrrrrrrrrrrrrrr
C?
PSI
M-
I

\
\
\
\
\

\
1

I
rr ?? r ? ? f ??? I
_ ___ rrrr
r r r r r r r r r --? >> m _. i
P IV
rrr
-----------------
- --- ----------]-

O
v
b

$
x
z
0

--I
Q?
tS
N QP
25
N
x
?
gj ll ll
U3
C
n
m
m
D
ZZ NC GRID NAD "83"
SHEET BASS
NIXON & KENNEDY
INC
LEXINGTON PARK SUBDIVISION JOB NO. DATE DRAWN SY
I
I
I
I ,
,
.
CONSULTING ENGINEERS
W1.1"m

?.2

PHASE I

INSET 2

63 0 CHAPEL HILL ROAD, SURE 250, RALEIGH, NORTH CAROLINA 27607 1
p A

101
OF
i •10/06E UOIXd MILL ROAD,WAKE POREST,NORTH CAROLINA 27667
"I'll "I TELEPHONE: IF71)661-N22 or (600)3{6-1676
CT' OF OYFnRD ORANYILIE Cd M7Y NnmN fAM+IINA SCALE: r - W OIR BY- '1 •. FAX: 1"9166L6966 RALFIOH , 6191670-1382 4FE FORF ISS
Y?
\ ? S
- - - - - - - - - - - -
JOT RELEASED FOR CONSTRUCTION

FH

/ \ I r /
40
%
% \ ?? i
% ??
? %
r / ?
% ?? %
%
? `% % ??
% / ?
J
T4R Sp
Rlp
vFFE'?N ' 74R,
8 RI41V
' ER

0
D
n
I ZZ ss /
NC GRID NAD "83•
SHEET LEXINGTON PARK SUBDIVISION JOB NO. DATE DRAWN BY BASS, NIXON & KENNEDY, INC.
1.3 CONSULTING ENGINEERS p
PHASE I INSET 3 1010 CHAPEL HILL ,WAI1O,RALEIGH, NORTH CAROLINA 27107
OF •10106[ NOON MULL ROAD ROAD, WAKE BOREST,NORTM CAROLINA 27617
v A FiCRIPTIVII TELEPHONE: [phone] or (000171b1t7t
CRY OE OYFORD, ORAN IIE COUNTY, NORTH CAROLINA _ /GALE: r -MY CHK 1Y: m'112N FAX: f191f3$-"Fv RALEION 818117 0-13 8 2 (WAVE FOREST)
IOT RELEASED FOR CONSTRUCTION
Jun-20-03 10:34A Millridlge
-----?., .-., rtagQ
cc W. Water Cole
P.02
P-01
Soil & Environmental Consultants, PA
11010 Rasp Wst Read • RAd81% Norsk G+oUo 27614 • PH* (9M M A45W . Fa;: (911) W.9W
AGENT AUTHORIZATION FORM
To l t FWtd In By 1he QMLtVj tMdo!tr
v2L
Addsera:
Phone: Project NwwlDewriptfaa = C//N??d/? ?.a G O /1`(i? ?N_ ????Y/?f /?? .
r
D+aw lv " 0 0 .1,
11%e Uiep utowat of the qty
U.S. Army Corps of ftsftwers, Wfla>,irwm District
P.O.- Box 1590
Wifm,*Bt^ NC ZHU
At= r
Field Office:
Ra Wed &%& "led C4nudd" tend Ptn=Lttivt3
To Whoop It"Co"Oem
L the current owner, hereby desi{inate Md 4st0orite Soft 6 F'st•t:=unenW ConsnltiMM PA to
ad fn my behaii as My aVent in t1w psoeeaSing of per=U appikMUww, to hmdsh upon raquac
suypkmmW hdarmatim in support of applications, co-- firm this day lonvrrd. The -r /7v& day of
71ti1s Mbfiadwft supatadcs =7 provims cormpondtrwo axwmming dwe agtt (*r tbla pro)Kt.
NOTICE: ThU UaAd=dc=. ter Iialri and p cfm a amdW rt== b vslki one (Of
geva=WA Ottkil a to U%ttr the propatr ahM Accc=pauw by S&EC stag. You dun" tyta SAM
to =U4410 a eita Owetbts Ptier is Vbtang the sits.
I&Lg
Print property OWzwes Nsaw
lopertp Or+vnc:'s Sf?.tute
cc Mr. John Domq
NCDENR - VWQ
2321 Crabtree Boulevard
Baku, NC 27604
919 556 6672
919 556 6672
Scd At Pstviconawatat Consultants, PA
LMk&gwdaW*^O" c
MWLDZM.
"d n, Sete C - - - _ $ wrdtle Dc1MC 710 96t"
C-Md. NC 2M, OrW^ wo. NC 22455 Txytonvul& t(C=21
"Oft: (7M M-Wt Moe: (330540.1211 PY om (121) OS-1123
r*119% 4.4 0.1t• Fat: (111) WS-1120
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
?.3
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality i
August 26, 2002
Brad Suther
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject:
Dear Mr. Suther:
n1l Neuse River Basin Buffer Rules
NBRRO 02-170
Oxford Subdivision
S&EC #02-7077
Oxford, Granville County, NC
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-170.
On May 23, 2002, I conducted a site visit of the features involved in the above referenced
project as identified on the attached figures 1 and 2. It was determined that the features shown
on the Granville County Soil Survey and on the USGS Oxford, NC Quad map could potentially
be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters Management
Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:
0213.0233 (NCAC .0233). Feature A is subject from the property line to flag "STOP NBR 01"
and from flag "START NBR 02" downstream. Feature B is not subject and feature C is subject
from the confluence of feature A to the property boundary.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. 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, Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Granville County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
° x 10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
919/851-4422 FAX [phone] www.BNKinc.com
November 13, 2003
Mr. Walter Cole
Soil and Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, N.C. 27614
Re: Lexington Park Subdivision
Oxford, N.C. - Wetland Impact
Dear Walter:
The location of the (2) 60" CMP's was determined according to the field topographic survey
as noted on the plan and profile sheet for proposed Lexington Park Drive (see attached
Sheet C4.2). The area of wetland impact is described in "Inset 1". The proposed culverts
have been located in the lowest point of the stream as represented by the topographic
survey.
Please contact me at 645-2096 should you have any questions or concerns.
Wa erely, y D. izzeI1, ? S
Bass, Nixon and Kennedy, Inc.
Cc: Project File
° Soil & Environmental Consultants, EA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
WETLANDS 1401 GROUP
November 21, 2003
NOV 2 5 2003
WAiu' QUALi t,Y Si +$TION
NCDENR-DWQ -
Attn: Mr. John Dorncyj ,? --
2321 Crabtree Blv
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Kevin Yates
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Nationwide Permits 12 & 14/401 Water Quality Certification/Buffer Compliance
Request
Lexington Park Project
Oxford, Granville County, North Carolina
S&EC Project #: 7077 W-2
Dear Mr. Dorney and Mr. Yates:
On behalf of James M Adams Sr., we hereby request authorization from the US Army
Corps of Engineers to use Nationwide Permits 12 and 14 to cover permanent and
temporary impacts to wetlands (see attached impact map). We also request written
concurrence from the NC Division of Water Quality (NC-DWQ) that the project
complies with the 401 Water Quality Certification associated with Nationwide Permits 12
and 14 and the Neuse River Basin buffer rules. A Pre-construction Notification
Application (PCN) is attached, which includes an agent authorization form.
The proposed project consists of a residential housing development and is located
southwest of the intersection of Ivey Day Roadside (SR 1170) and Goshen Street in
Oxford, North Carolina. The project site is approximately 40 acres in size. Please refer to
the USGS topographic map attached for the location of the project. A detailed
delineation was performed and information to obtain a jurisdictional determination was
submitted to the USACE by our office on June 6, 2002. On May 23, 2002, Ms. Deborah
Edwards of the NC-DWQ conducted a site visit and determined that the stream features
on property are subject to the buffer rules as indicated on the attached site plan. Ms.
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: [phone] Fax: (828),635-5820
November 21, 2003
S&EC Project #: 7077
Page 2 of 3
Edwards's buffer determination confirmation letter was received on September 6, 2003
and a copy of the letter is attached.
The proposed road, necessary to provide access to the future residential subdivision, will
impact buffers and wetlands at two separate crossings. Impact 1 (Inset 1) on Lexington
Park Drive will impact 3170 sq. ft. of Zone 1 buffer and 1350 sq. ft. of Zone 2 buffer, and
3100 sq. ft. (.071 acres) of wetlands. Impact 2 (Inset 2) on Keeneland Drive will impact
6000 sq. ft. of Zone 1 buffer and 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077
acres) of wetlands. The proposed sewer easement (Inset 3) will temporarily impact 565
sq. ft. (.013 acres) of wetlands. Please note that there are no proposed stream channel
impacts for this project.
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 to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre) or if discharge to any open waters is
proposed. The applicant requested a detailed delineation of wetlands present on property
prior to site plan development in order to avoid jurisdictional wetlands to the maximum
extent practicable. The proposed road is necessary to serve as access to the property, and
the sewer easement must tie into an existing line near the southern portion of the
property. The applicant choose the route for the proposed road in order to have no stream
channel impacts and minimal buffer impacts. The sewer easement was routed in a way
that avoids the stream channels and riparian buffers altogether. The impact from the
sewer line will be temporary and at the completion of the project all grades will be
returned to preconstruction contours. Because the proposed road and proposed sewer
easement will be constructed perpendicular to the stream channels, minimizing the
amount of wetlands impacted, we believe the USACE should not require compensatory
mitigation for this project.
NC-DWQ's current policy requires written concurrence for impacts to any stream
channel within the Neuse River Basin. Because the applicant plans to impact two
jurisdictional channels, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Permits 12 and 14. NC-DWQ's current policy does not require wetland or stream
mitigation for stream channel impacts below 1 acre and 150 linear feet per project.
Because there are no impacts to channels, and proposed permanent impacts to wetlands
are only 0.144 acres (i.e less than 1 acre), we believe that neither wetland nor stream
mitigation should be required by NC-DWQ. The proposed project will result in less than
30% impervious surface, therefore we do not believe a stormwater control treatment plan
is necessary for the site however, a sedimentation and erosion control plan is included.
November 21, 2003
S&EC Project #: 7077
Page 3 of 3
The proposed road crossings and proposed sewer easement will not impact any stream
channels, and will impact less than 1/3 acre of riparian buffer, per tributary. Current NC-
DWQ policy allows road crossing without mitigation if the impacts are less than or equal
to 150 linear feet of stream channel or 1/3 acre of riparian buffer per tributary. Because
the project impacts are within these thresholds, we believe that riparian buffer mitigation
should not be required.
Sincerely,
Walter Cole
Wetland Scientist
Soil Scientist In-Training
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Soil Survey Map (Figure 2)
Over-all Impact Map
Detail of impacts (3 insets)
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for DWQ
Engineer's Justification Letter for Impact 1
Topographic Profiles for Impact 1
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No. -
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA".)
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: 14,12
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: James M Adams
Mailing Address: 818 S. White Street
Wake Forest, NC 27587
Telephone Number: 919-556-5418 Fax Number: NA
E-mail Address: NA
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: wcolepsandec.com
Page 5 of 12
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.
I. Name of project: Lexington Park Subdivision (Chalks Road) Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Granville _ Nearest Town: Oxford
Subdivision name (include phase/lot number): Lexington Park
Directions to site (include road numbers, landmarks, etc.): The subject property is located
southwest of the intersection of Ivey Day Road (SR 1170) and Goshen Street in Oxford. NC.
5. Site coordinates, if available (UTM or Lat/Long): (Inset 1) Road Crossing: 36°19'1.08"N
78-36'15.98"W (Inset 2) Sewer Easement: 36°19'4.55"N 78°36'6.80"W (Inset 3) Road
Crossing: 36'19'1.21"N 78°36'8.48"W
(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): Approximately 40 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Unknown tributaries to Fishing
Creek
8. River Basin: Tar - Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://}12o.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 site is mostly wooded and the general land use in the
vicinity of the property consists of residential development.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a residential subdivision with permanent and temporary impacts resulting
from the installation of a road and a sewer line that are required for accessing the entire
property. Heavy equipment typically necessary for road and sewerline construction will be
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access to the entire property and sewer line access to the future residential subdivision.
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.
USACE Jurisdictional determination-Submitted June 6, 2002
NC-DWQ Buffer Confirmation-September 15, 2000 NBRRO 02-170
No previous permits have been issued for the property.
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.
Future permits for this project are not anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proposed road, necessary to
provide access to the residential subdivision will impact buffers and wetlands at two separate
crossings Impact 1 (Lexington Park Dr) will impact 3170 sq. ft. of Zone 1 buffer, 1350 sq.
ft of Zone 2 buffer, and 3100 sq ft (.071 acres) of wetlands. Impact 2 (Keeneland Dr) will
impact 6000 sq ft of Zone 1 buffer, 4000 sq. ft. of Zone 2 buffer, and 3350 sq. ft. (.077
acres) of wetlands The proposed sewer easement Impact 3 will temporarily impact 565 sq.
ft. .013 acres of wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Inset 1 Permanent .071 NA NA Forested Wetland
Inset 2 Permanent .077 NA NA Forested Wetland
Inset 3 Temporary .013 NA NA Forested Wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forestal 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: approx. 0.58 acres
Total area of wetland impact proposed: 0.16 acres total (0.148 - permanent)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)

N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-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/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.m,ipqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No channel impacts are
proposed for this proiect.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
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 map) (acres) 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.
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, aestlietic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant choose the route for the Proposed road in order to have no stream channel impacts
and minimal buffer impacts The sewer easement was routed in a way that avoids the stream
channels and riparian buffers altogether. The impact from the sewer line will be temporary and
at the completion of the project all grades will be returned to preconstruction contours. Please
note that the culvert locations for Impact 1 were configured based on topographic profiles. (See
attached Engineer's Justification Letter & Topographic Profile Data).
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
Page 9 of 12
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/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.
NA
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
Page 10 of 12
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Tar-Pamlico )
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Road Crossing (Lexington Park Drive)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,170 3 NA
2 1,350 1.5 NA
Total 4,520 NA
Road Crossinji (Keeneland Drive)
Zone* v Impact
(square feet Multiplier Required
Mitigation
1 6,000 3 NA
2 4,000 1.5 NA
Total 10,000 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 1.
Page 11 of 12
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
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.
The proposed impervious acreage is less than 30% therefore no stormwater control plan is
required however a copy of the sedimentation and erosion control plan is included.
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.
Sanitary service -
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
AT A
Pagc 12 of 12
Applicant/Agent's Signature Vate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Figure 1 - USGS Map V09
i Oxford Quad (1981) ,I? ?? 1
6 XS Oxford, Granville County NC ?-% ???I it
v`?t
1024 ( V=20001 S&EC File #: 02-7077
Oxford Subdivision " i
BNK
•1? ? ? ? ' _? it <so I ? ,' . fi--"
for er
1023
> 411
C >y.°?r470 ' •- ? ??'??? ? Seri ((( _ ? P J. -? ? _`? v.
- `•?? ,?:• V i - J. J ? ?ry rig li 1' / P y? ?' ? -
h r 1 500 ?l
° iii
o w YP .. 517 \T' i -? West' 0 Ord r? t-?1 t
.022 u ,.;_ / $ i % 6 wJ t'" .1 j u• M i
1 Ib?._ _ _ 1 a ^
sc . /. • ? ? '?• • ?'•,..?*t J r•;
` c ?? ? /J \.. ?<bx
VOR
U vU ??. ..\ • -b1C * 4 ?? •;? °,? k 71 `
??9s
) \ti
i II ) cf ? 4 -? m?'7 - 91 z? a
n h0 4?\ , j"a' twv< F +?nrxcoro ?A
a a T
! u (1 A 7J. (? ?\ 1 ?'? Q- \ ?? , 0 {?
(=-? - _?--. q ` 3 1 0 '11: i/? ? AF rt) ?? '\r ,, ? •i?(11 ,?.ri ,:,? ? f\ ?3'`? e is P^ ?
I 1A,
.020 1 me tatioh
Lake: - Ptahi -? f r " <so \ ?' ?~ SJ,
Devin
\V`?. ? a r6w
.?-. o
-F1C )fon'A1` TMEr}N ?? Fi <' ? `5?. ) A1?bto e\
.019
17'30" 96
:x: <zi ;'\ ( 111 /? ?. ?-
J ? ?? ' .l ( o l / - h° \ ??\ T 650
y4jpe
1?._ I \ A A? 19? _ 1 '? ?qulder? 450 •II ) ?? 1 ? ? ? ? \??? _ •??'? J \•.?!I i? .% Ito \\r.?; /( ????i'??'.
r- J 1 p/ EnE?
Lin E3 ?% > ? frEt a? •?° C _
r`' ?n t" Figure 2 - Soils Map ? u?Ejtt AJ
f y ?? }{ +r. GeC Y ', Sheet Number 10 % r T C0 VaB
,4 t l ? t1rv<, ; 3 ?? Oxford, Cranviile Countyt NC E{en .
( r -ChA. y t t,? 1 Q V=2000'
r y +?
clot Ge6 7\ .? r 5R 2?; S&EC rile #: 02-7077 ICE; vdEi` q:
Oxford Subdivision -'6
te; t!(6
t R + N t .G?c > Ft < .41 F W Ya. BNK l . Ap6 J n y
Ut1E3? '`k=>r } l^ +Y its! rC} T?.35{?{ 4+ t } ...r?? ,1?. r 3 ,A? tyt > ? R P'N(3
? FIrQ `d. S. t ?' uC ,. r 'r4
CU"
C6 a fL;:;,,?? r t ?t /{ • \fiL uy:r {?il??K t^::f
+yi(t- a ? t3 ytJ ) '•?,, ? ) ' •• r.:t / Cd'r' '? ;r) N , •? !,'? ? ? S?` Q
He A GEC , t,, l E f > c CYtA ° ' i 4 {C t+ 2 u , f ?i `?i G 1 ,
"£ ` tb i r v wtt6 •MC+ APB
C iwa }< o`k Cef? t S `` Cll. f t Fh ti. ?`t(;' It 1 trs ?{a6 `°
x( y j} '• Vd6 f ) ,,,. >> ` ,1, Ate` U'd9. .C.. it. B ..: ?f r # f !+, s. ?;.
Att ., j ?7 r ?r >' M 2"?l rr ?'r . r v' i '>? { t ? w rx r aJ ?';.s' ?,
?^'`' / > 5 -Y/ y tie6 l ?F ? ?4? ?` ?ygt' r ?? g, a a CC?? c t:t??? t ? ? } ' `? ? ? r ?ik,6'? P?f ? >• r y t
?<fAd? ?-54?#T o i. '?'t?.f'?'<4Lk$??,x•>-.,a'' c.CdQ? tit??c 7?1 ?? >,?s. f?*1 ? ?t( ? r r f,'y'e?y?,? ?t
*,\ >r ?j? . r
J+3 © \?r; a ? y > `? u'
v8f. tie Ei
„ ? : .vRr >?k q Vattc? '?t a lBf ? ?r . , i ^i`! 3 ? iti ?Y ? r f? ,sf? r!?? ,?.
?•SS r N ?.y t•..r, •., /YS ?'. Gf61 ?? 4 i?+ y ?, S
Q` ?? < ? 1°' 1 .1s + t CtC? s ; ? y. ?¢ ,-ice r -r:•.... ?,? Ghg ? ? ° t s tlY?C.,
tx \? rr 't n t i ? 2 r ? t t ° - ., r b <: CA` ?_r? . ' SU Chn' yi :[' V
Pal l" ' 3 + ° aYt
a > c `( `..'?C•{ ?.,n. l ii?1 '?`: ? :,AtlC `' a •v ; ,? { ?s£ ?fy ? CeCT rJ v {y y ?•Z. .>.< -'1
au 1 > .; APB. ; s SL CiG t ?<$ q
ISB ?? C Cr32 ?rt_ ?l 'CJtA n
0.
Aix
f R 7. Y, Ud PaE r t r j
lip
cp?? ?<.,•'>tc ('•^k?. tr•.ts{ 'rC'. ?- ?jl?r .{ n,y?icl y
y
p, R { .'>.. r ,? $ _ ? ?a , ,,, T r t S :, 'v ? r -.: > ? AfiC'•\ ?<?r +?t?
m Vac; i 7 0 _ i t(1 ! > r f LhAa ai ` " w Y>t
p ! R{., < V t y ' ,.?, ) !s i w' < ?T } > i 2 s/• } r•{'
o ?r «}t f y?S f* ???b j fti3s ,? Ud• ?FV y z kxT y <h ix? y> °?{ s:
? > i?°t? 4? \ +, y ? d? ? v. ?' >+r ,? k 1 >` ? r a,?°* •? 7' t, t' S }'? jc ? ?' ?` - {1°)C 4? ?.'?^)
i < ? t r -t -.. k > { i ?p ? ?.: 4 <'. r 4 rl `?' Y 7 r ), {µ?, ? t Y - `.
'? ? •? • !i ? r'Y"7r{ t °° ;,+ ?.: ?J AF ty?,, .y? ?l j'?}S h?K?
s 2q1> ' j?61 r '.''? t _ r$^ 4?f >. '_ w/r? ist ,t..st s t. jt? ,++r?' f ??A '1 a x,?? µ•,y,
;p ^??• V tart.?r A r?.A?a?''hr'n < A„l 4: vra UfC ?. `y "4f,1°y r t >?"?• d?`4?,f t.,Au
?Ya6 ? r ?'?, 7 L'J } ?>a?? ., {yy r Lf+ ?,?t t •1i3 vn ??}t 4? ;a)f'??'b'(?°y£v \ .dh! r4
Lt V tr w r ..a? v 3 ?`J i f? 4 yf. ? r r ...jr- r ? )..' ?YM?f •t ? y c* ;/t
C .' <.. RFj, } {?,* - h ?' <t ;\ }t`.r SS r ?, w+ u,. i .!`t'( i LF tY t.yVV .".q A >?
c?.'?? ? f r f?o < a ? ? < ? ? ?\? S??> 6? ? .y ?r t ?'.??? ?a????2r?r,'!?,r r? ''?i`
r 5.1+ y t i-i / ??•, S < : £ n- WC 1 t? ? d. v - r tt, C i r?,u,?{n{} r ? `nr , yr•4;S ;..
? •' i >r'i;`'o,.; .t k' ? ? ,•. ., iJ >< rr + 3?r j ? t st •?. : ? t V r ?; ? r ui ? z'Y' ;, t >? <
x/ h'?v'f'. F 'i ^t r a K> ? Y ti S !'1,11y?^'Y 1.?? '4 C t ,-7
{ St4••//?? j7 r f' ?? ? ? r.- x < t<r t ? ?',t ,4 x ), g
v g ?' ?:y 3 : K ? rte' ? 3:,c i Y.r`Tnyf r'1?4r S; x ? 1 .,A
Ap ?? t f i *% tdFZ >b? f ? 5 Y•Hr r y ?. - lOJ4 v ... ?,1` ?j?t,c {??x.?? c? 5 ?,ih ?.?•??yYh?? ,'« i t :.?
L ? t k'.,.. ? : i-' +\ may. r {?•'SC'`.. `' 1K? ?r t? ? ?,v, s,>'° r 'cc.•. '.? S
Vaic,'zt4.' ?1 H; M . h'<n s 'S i;' ?:} 5 43ti <ttw?+y rG?` i???5 ?K `}? C
? ?.te y }r it i? . 7 , o p
v t<- s `? >?5 n7` iy: a?•'Ya Jt cl? ar $ /t -I
ApQ \r..? y ?a?> .r+i?j? F?_ 1,18?iY ? ? ? ?? ? r .? Y ?4 } ? L. ' ? S?%'s,r? 7 t ? j, tnr t n gr'rb ,, -•SY
t. ; *? .-. L` 4 - 't X ? ` h >r i -?y 's G ?ft` { 4" ?1tIL 3 .+ t• ? vl { k:'P y ? ?.
Yaj > -r \E? oCr J f, Y. ) ! a r 1 Ya r + S . yr4 a st L r c ^
t ya6 t , y 6? AbC r ,
? . ?Fictsr; a y ` ? x ? f+y ( ;3AC` ,?? `y
,1 ` l? sG L r? . 4 r c .?, ? `< t7 j w v
He6 ?Au r t_. ?,?L ?,] {
t t1n ?, t i; > A r s.
VaE} Vd6 + r y , ` ?. >S r i f ry(' y r * EF3> $?
Q V, .F,,,v•,.." y la Na+} - U(G. - < i (?PES,tr U? n
_y', {{a E? 5 F v } f C?.t.`x Yt 7< tip,/ r .
App `` > '?"r -,? 3 rr ? u t S 4t ,, t ?,.,?_ AOC , <Va[3
A(sx:???.< ur yr }{PEtr +?? t• rr A???3r AUG / A?7l. AtJQsUC.r i ?d C
z
Ap?.• Ud ,^ y > ? ro cam, t, ?.;? ) m : , En6' ? :31u(y.
UC r
r
He6 + ; : s ':.' ? t)IJ>7 -r ; n` JCS ., l
Jab V Ct9 vj> r ,tr s W Va6 AuC V B
ti?(t
13
AuC `• r Z / tc -

'ail smo A8iNnob 'N
am
\ ;n
<v . fn ? / / / oz +z
p w / yb / c. r
??I = '0 i
z
/ I
.0 ? I
.0 A
qrk
r.i t I I l) I I '- to
%
%
? ? X11 r It? \ ? ?, \ ? - - _?_.-?/?+` 1
%
I 1 tttttK 1 ' 111 \ \ ? ? \ ? __?_____ T• k) - / %
i ' 1 I i / N l ?'rrrr - ) 1 1\ \ \ b.? ?f 'J r
I / iii I '' \\ \ \ c? \ J pop _ f / I
/
! 1// 1 1111E ? \ ?\\ •• SY ? ? ! ---- -- ----__?// ? I .?/ /r/?'
A
m
°
m
z
c
°
O
Y
V
tJI
n
N
m N
w V?
m l?
m N
m ?^
m N
?
?' N
w N
m N N N N

lli
l
W
N
+
O ? °
+ i w N ? O
N 0 0 0 0 0 0 0 0 0 0 0 0 ? •.`r 11
+ N _I N a W M + + + + N °p Q p 'iD1r
n o C?'f n C?'f O (?i n q (?') C?i n l?i n n DQ
m
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °m
m N ,n ? u N + - + N r a r ?Z
C
n n n 'n ? il n ? ,i n c?i n n n m
Dm
O

W D N + + + + W N : X D
' 0 0 0 o 'o o o o 0 0 0 m
° O m
° -o
n
F o
F n
F n
F n n
C n
C n
C n
C
C
n n
F
2 °'
Do
c •
• . c • r

T T
-1 .
H . . .
H . . .
-? .
-1 . .
T
T
C
••1 H 1

-'1
z

a + 61 °. °, °t O

o y _I W m N y 0 ll? ? C
N,
N m ? Toy
;m
Nip
m
s

N
N
N
N
D
+
+
+
+
N 0
O
N 0
O
O
x x x x x x x x x x x x x x x
gy ? N +
'
' m j fD •° - 4 I I N N N
x x x x x x x x x x x x x x x =
V, W W W W W W W l/ U W W W W W VI
• _ ! ,_
Ia I;I \ \I M 44 aTS 4
l ? it ? 1 ?i??t?????? ?"• 1 ' \ \ \ .?_ $ ?- + _ _ _ ?,m!- 1 ? 1
i Il I i ???rrrr???? 1 \'\ \ v,u? (dim __ ® + I
• l , 1/11111/11 ?? \ \ 11+z°=$N°- _ !
I 1111/1/ 3V ) 1?s?om??YY-` ? _ _
1 ` :I II 1 )1)1 i1?t? 1 )\O.) 1 1? ?\ \ /lfl?? j - _ I ? 'J?` :..?+fz. _"V_.
! \ / `I ? , \\ \\\ a?`•?., ` ? ®/, © I 111
Q
m / ?? / / / / ¢ / / ?m- :I
j 1 1 l 1 ?? wig
1 1111 ?? >? 1$` iw
m 1 1 I rrrr? ? ? / / / / / I ) ?' ' / %1 l I
1 ? ' d., I 1 / IMI ??6, \_??: ?r r ?? ` /r/ /I / / ' ,`t i /' / ?RI? •?r 11 I
•Mx ?
?????????? ( y3 1 1
r r ?, / 111111 ,?"
to \
/ ^5 I 1 \ \ \ \ \ 1 \ t \
/ \ \ j \ \ 1 `??1
,%, 020
1
? • cd?`d __ ?? ?\ ,-w l11? X09
D
=oil
lY ? tl
a cr) Q
tl
r n
?? 4 +ZYIA;:: ?.
p
6
F F F =- kk
g

.t

r r r r r r r r r rrrrr
- rrrrr r r r •?
tYiii987 ii9i7 iiita tti N
,rrrrrr-
itaittit rrrrr-
ita=ill -rrrr
$Satt -:r
iyi '°i?

5[155 1 55515 51115 515

it J811162 ••rrrr
ttiiti
tttit
:it
rrrrrrrr
42829161 r r r P. r r
1122222 r r r r r
tt3 a5 r r I.
sat
:
;Ytta9t! A-sa Y! 2041,, ago
. ???? r
• r ^ .....
[? •? _ vJ
.sue . / r 1
1 mm
cl)
gL 1 O
_-° ® ?? 1 z
F F F 1 O
. y O
H O O (1 N I:52
Z- ml ;:-6 G)
?rzwuvrO
o $°r`ol?o Z
NtQ???frr?liiN N
=i?s`yoNy?";
TNSS1µN
?QI A?
u I
w
?? Z
° - zz
jTO
Sd £{ N 9
a s
SHEET `a LEXINGTON PARK SUBDIVISION .IDS ND. DOTE DRAWN BY BASS, NIXON & KENNEDY, INC.
C3.1 CONSULTING ENGINEERS 1910
PHASE I SEDIMENTATION AND 431 OF EROSION CONTROL PLAN r AT FS RrrO •10405EE l1Gr NHMILL ROAD, ROADS WAKE FOREST NORTH CAROLINA 7607
crrr or orrr,RO (IReNyilt r WN7Y IMRist uROfINA SCALE: r - w orK BY: TELEPHONE: 1%118 1 Or [phone]
Ii : FAX; E191151-set RALr RALEIGH, BH1170-1371 (WAKE FORE3
IOT RELEASED FOR CONSTRUCTION
=mq

N N?
? '71
D
C7
o
c
-n
m
m
D
n
NC GRID NAD "83"
_Z7 /
s"eEr LEXINGTON PARK SUBDIVISION JOB NO. DATE DRAWN BY BASS, NIXON & KENNEDY, INC.
1.1 PHASE 1 CONSULTING ENGINEERS p
INSET 1 •6170 CHAPEL HILL ROAD,SUITE 250, RALEIGH, NORTH CAROLINA 17607
OF •TOr05E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27567 \`t
rm nr nvrnnn nr.wr r nrw n,nv r.narw r•>n na• SCALE: r • ]O CHIC BY: 11 Ftr „?,?^„ TELEPHONE: [phone] a 1600176-1676 u^Ve e^efeT
90T RELEASED FOR CONSTRUCTION

\
w
9)

.r••• r r r• • r• •

a1v
?•r

/?. 1 '

\1
\
T

CC)
-P.
v \
\
?\ \ ,`%
\
\ `4t#
? l
? i V1
1 I
! \ 1
/

z
v
'fl
n
o
v D
C7
T
T
m
v
NC GRID NAD "g3u
zz. /
KENNEDY, INC.
LSHEET LEXINGTON PARK SUBDIVISION aoe No. DATE oRAwN By BASS, NIXON NSULTING & ENGINEERS III MA
CO
PHASE i INSET 2 •6310 CHAPEL HILL ROAD, SURE ZSO, RALEIGH. NORTH CAROLINA 27607
•IMOSE UGON LIU ROAD,WAKE FOREST,NORTH CAROLWA 27667 IA
+ . Fn " TELEPHONE: Il7%11, -1422 or(700(3161176
CR'I M ONFbR7 CnANViLLF CMINTY HMtTN CANCUNA 6CALE: T • ]O 0116 6Y: ,? FAX, (61R?F51-E0117 RAI F1AH P1717 7 0-17 8 2 (WAKE FORF

r `?
\ ? SS I
JOT RELEASED FOR CONSTRUCTION

rrr" ' r r r ? ?j? ?? ?
?rrrrrrrrr
??

I \\ ??-/
% 'J • %
% ??
??
'J
J \
I
1

- I
TARS p
RI PA"k I Cp
TAR SO/
l RIP AMA I
RIAN?o
ER

SS ,

0
Z
D
C7
NC GRID NAD "83"
SHEET LEXINGTON PARK SUBDIVISION 2De NO. DATE DRAWN BY BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
1.3 PHASE I INSET 3 •6710 CHAPEL HILL ROAD, SUITE 260, RALEIGH. NORTH CAROLINA 27607
1
12 !
OF 10405E IIGON MILL ROAD, WAKE POREST,NORTH CAROLINA 27667
`I r-c-m? a 6-1Q6
TELEPHONE: (MM-4422 or (8100134
_ CITY GR OYFOA1n, AN"tP COp/(TY. NORTH f.AtMttNA SCALE: 4••30 CHK BY: 11, FAX, 1919165}396e RALEIGH 919 4 5 7 0-13 6 2 AKE FOREST)

IOT RELEASED FOR CONSTRUCTION
Jun-20-03 10:34A Millridjge
- --- R-9 -3 r-ra9e
919 556 6672
919 556 6672
P.02
P.O1
Soil & Envirommental Consultants, ]P,A.
I tcto ua.d, trieae Px%d • XWtq Nor* Ca Uo Z7614 • Nefor: (913) 946S900 : (919) 14G.9"7
AGENT AUTHOR17-AlION FORM
Anzifflk's To Be F jtd In By lb-2 Qmpmk tmd2!1=

Addrara::
Pro}oct Nsme/ pes,criptton; ? ? ri iy,??vN ?',a, yG. ?' ?f_r O%rC ?1 %V /??'r? yy1 /?C .
Datc G"o03
The Otpmt rAnt of the A=y
US. Army Co" of Pstpatm Wilurtoc+ District
P.O.-Box 1890
Wilmi 4Wm NC 28402
Attn: r
FWd 001e
Itt: Wet wAs Rekbed Consulting rnd Nmuttin3
To Whom It Map Camccrct:
g. ' owner, 2mcby dmpata and as Soll 4 Bn iumenW ConsulEazs m PA to
act in my fi
my amt in the procrwrlena of Pcssait applicx?titma, as far:atsh upon rttquesc
m tnrnW b0ornution kt rapport of appliesemns, cec f va% this day fowwwd. The _Z?Iv/? day cf
This notification supersedes any pis cormpKmdena amcming (M nent Ear this pro)cct
NCTICIE: Thb namumiam" AW IWORY gmd Pm" W=-A Wt rea== b ?aud en1 y Ear
6gvcmmcni *Ukiah b et tit- the pxopcrty when aoccm ud" by 9& EC staff. you duratd calf S&EC
to ='"M P a dit MtttbtS Pd= b Visits tht Sift.
Print PtuPtIty Ot. mes Nam,
?h Owncr'r SiSrLat,ue
CC Mr. John Dom"
NCDENR -•• V WQ
2321 Ccabtrce Baujmrd
R&Wth, NC VW4
Qc I+ir. WAIL r cok
Soft bt PA1Tb tzt Consultanb, PA
mechalWAWaft JADWA <
m ??k=SW1=
"d LAft L# CAMK. SVite C 3tl74!UW+-,dL)e DdW 71
Canootd. NC 2W25 Oreswaboro. NC 27455 Tlylo.otnsa, He 1/=1
rhone: i7rol72t?le0t JTo?c (330540-t21n Phom (126) aS-1120
/17&A 4.n 9"q Fac [phone]
State of North Carolina
Department of Environment , o 0
and Natural Resources.
Raleigh Regional Office
D
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
August 26, 2002
Brad Suther
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
E. I
SEP - 6 t2L11 i
4 ?
Subject: Neuse River Basin Buffer Rules
NBRRO 02-170
Oxford Subdivision
S&EC #02-7077
Oxford, Granville County, NC
Dear Mr. Suther:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-170.
On May 23, 2002, I conducted a site visit of the features involved in the above referenced
project as identified on the attached figures 1 and 2. It was determined that the features shown
on the Granville County Soil Survey and on the USGS Oxford, NC Quad map could potentially
be 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). Feature A is subject from the property line to flag "STOP NBR 01"
and from flag "START NBR 02" downstream. Feature B is not subject and feature C is subject
from the confluence of feature A to the property boundary.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank yo u
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,
? a??C
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Granville County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
[phone] FAX: [phone]
1,
W D
PA
Y NC 0) ?s av,
0 THE
ORDER
OF

FIRST-CITIZENS BANK
ANDTRUST COMPANY
Raleigh, NC 27609
66-30/531
016354
MP
11'0 L635411' 1:053 L00300I:086 L 24864911'
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
' 10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
919/851-4422 FAX [phone] www.BNKinc.com
November 13, 2003
Mr. Walter Cole
Soil and Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, N.C. 27614
Re: Lexington Park Subdivision
Oxford, N.C. - Wetland Impact
Dear Walter:
The location of the (2) 60" CMP's was determined according to the field topographic survey
as noted on the plan and profile sheet for proposed Lexington Park Drive (see attached
Sheet C4.2). The area of wetland impact is described in "Inset 1". The proposed culverts
have been located in the lowest point of the stream as represented by the topographic
survey.
Please contact me at 645-2096 should you have any questions or concerns.
Wa erely,
AyyD. izzell,. S
Bass, Nixon and Kennedy, Inc.
Cc: Project File
DWQ# ' (.''I U
Plan Detail Incomplete

Date
Who Reviewed:
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater.management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan. 01 W '_Q_S
???-esL rreast,.reS rfP- -?--- ?I?
Please indicate the diffuse flow provision measures on the site plan. d Q f tw-? - O Q ?M5 1 ,, 1
? Please indicate whether or not the proposed impacts already been conducted. tom-` WxR a 'k -73,,r
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.