20030565 Ver 1_COMPLETE FILE_20030507

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 15, 2003
Lee County
DWQ Project #: 03-0565
APPROVAL of 401 Water Quality Certification including ADDITIONAL CONDITIONS
Donald R. Simpson
503 Carthage Street
Sanford, NC 27330
Dear Mr. Simpson:
You have our approval, in accordance with the attached conditions, to impact 0.07 acres of
forested wetlands and 115 feet of stream for the purpose of constructing a residential subdivision at
Paige Mill Court II as you described in your application dated May 5, 2003. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number
3402, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certification
allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it. In addition,
you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
2. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order
to assure compliance for future wetland and/or water impact. These mechanisms shall be put
in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
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), (hftp://h2o.enr.state.nc.us/ncwetlands
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell
at our Raleigh Regional Office at 919-571-4700.
Sincerely,
JRD/bs
Attachments
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Ilarbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. '['his form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.us,ice.,iriny.miI/wetlands/Perm app.htm.
The USACE, is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at littp://www.siw.usace.ariiiy.iiiil/wetlaiicis/ret,,tOLir.litin, or contact one of the Field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetIands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to s t? ROUE
MAY f) 7 ?'OD3
Page of 12 WER QUALITY SECTION
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Frivironmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
llttp://www.saw.us,ice.army.mil/wetlands/nwpfinall,cdReg_pdI Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://li2o.chnr.state.nc.us/ncwetiands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of F,ngineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] CabarruS Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of F,ngineers Caswell Forsyth Northampton Vance
6508 Falls of the Ncuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Fdgecombe Lce Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
'telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrre I I
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New l lanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe I lenderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
'T'elephone: [phone] Graham Madison Transylvania
Fax: [phone] I laywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE. 5. PLEASE DO NOT SUBMIT PAGES l - 4.
Page 4 of 12
Office Use Only: Dorm 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: NWP39
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: ?
IL Applicant Information
1. Owncr/Applicant Information
Name: Donald R. Simpson
Mailing Address: 503 Carthage St.
Sanford NC 27330
Telephone Number: 919-774-6511
E-mail Address:
Fax Number: 919-774-5011
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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
USAC1 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 frill-size construction
drawings rather than a sequential sheet version of the full-size plans. If frill-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: Paige Mill Court II
I.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Lee Nearest Town: Sanford
Subdivision name (include phase/lot number): Paige Mill Court
Directions to site (include road numbers, landmarks, etc.): US 1 to Sanford, South on
I Iorner Blvd, right onto Lee Ave, right on Hughes St., left on Harkey Rd, right into Paige
Mill Court
Site coordinates, if available (UFM or Lat/Long):
(Note -- If project is linear, such as a road or utility line, attach a sheet that separately
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 2
lists the
7. Nearest body of water (stream/river/sound/ocean/lake): Gasters Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at llttp://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: Site is mostly developed, land use in the area is residential
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project consists of 32 duplex town homes with 2400 ft of roadway, curb& inter,
water&sewer, and storm sewer utilities. Primary equipment used: excavators, loaders,
graders, dozers, and dump trucks
11. Explain the purpose of the proposed work: To construct 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 USAGE 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 intornnition. 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 "f.LP. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future hermit reauests anticinated.
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Pipe crossing
2. Individually list wetland impacts below:
Welland 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***

50" 44+ v.1e?l ?K?
S i I >`; h
my
70 o I
Fo ves f,c?/

* list each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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 hltp://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina l3ay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by t1SACF only).
List the total acreage (estimated) of all existing wetlands on the property: 0.29 ac
'T'otal area of wetland impact proposed: 0, o-1
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 specify)
Pipe Crossing Pipe 65 N/A 4 1
Pipe Crossing Rip Rap 40 N/A 4 1
Pipe Crossing Rock Dam 10 N/A 10 1

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. II'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
w_ww.usgs_.gov. Several internet sites also allow direct download and printing of' USGS maps (e.g., Nvww.topozone.com,
www.mapoucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site
115
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
"Type of Impact* Area of
Impact
(acres)
(if applicable) Name Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, ctc.
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.):
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.
Water course splits orooerty in half. Pipe crossing needed to be installed in order to nrovide
access and make project economically viable. Pipe was installed in summer months when
drainage way was completely dry. There are two driveway entrances to the project, one on each
side of the drainage way. The crossing provides for dual access by EMS and Fire Dept. as
requested bey.
Page 9 of 12
VIlI. Mitigation
DWQ - In accordance with 15A NCAC 211 .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.
USACC - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this pro,icct, a copy of the mitigation plan must be attached in order
for USACF 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://l12o.enr.state.nc.us/ncwetlands/strmgicle.litm1.
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.
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.cnr.state.nc.us/wrp/index.litm. 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):
Page 10 of 12
Amount o1' buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land'?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call tile 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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*

--- Impact
(square feet) Multiplier Required
Miti ration
I 3
2 1.5
"total - --
Zonc 1 extends out 30 feet perpendicular from near hank of channel; Zonc 2 extends an additional 20 feet
from the edge ol'Z,onc I.
Page I I of 12
Rpr 07 03 08:29p Nelson Consulting Inc 919-676-4436
p.2
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Rlpuian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate inforination as
identified within 15A NCAC 2$ .0242 or .0260.
Xl. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Di9cuss stornwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
?X it,-r. I w At?2.dr A , D ?? b ?' l n.1 r? rz r£,rl ; S '? i4G.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ® No ? /20c-1- 1:)aM bread-? c- Du?ste.t 5, l-/- alp/?osi? Ivy vgcH.)"d
ID&10&., yZ N 2GP C veve /?ProlL . O, 07 o?Cr /N?? )c
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).
Page 12 of 12
?Agenrs signatwe is valid only it an authorization letter from the applicant is provided )
L )? .? '•. ? ? ? ?\;- ! ? /? d'4%
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Mvy 10 03 08:25p Nelson Consulting Inc 919-676-4436
10
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Nelson Consulting, Inc.
CIVIL FNG[NEERS
-FAX TRANSMITTALi
FAX/PH # 919.676.4436 QG ??
MOB. PH. # 919.418.6322
y 1? Email: [e-mail] S?
DATE: May 10, 2003
Fax Sent To: Michael Warren Fax Sent By: Rick Nelson
Company: DWQ-Wetlands Pages: 2
Fax No.: 733-6893 cop REMARKS:
Michael,
Following is the signed and dated pg. 12 of the PCN as you requested.
Thanks
Rick
f'?y 10 03 08;26p Nelson Consulting Inc 919-676-4436 p.2
/4'Jtl11 01111r,30A J1I`'irJUiv , .,..? /'?
,v*F I ?
Apr 07 03 09 29p Nelson Consultin6 Inc 919-676-443G
?: r? ?, ??G `,?. ?:?'!• ] k'i'S't a r ?.. S-!'.:•? ,? ?'•i t e - t- ? f ? a -l ?
k ?. u? I r I -
l i
7r f.?%! ..3rb?S.,, ,:P:,v -b .tw+ •?.. ?.e.'t:Y.. r„ ,?' ..r?.•-.

Pa erttinto the RipuiufferRestorattor>uttd).,Please;attacls?all appropriate_infonnatio
hnttfied within 15A N_ CAC 2B .0242 or 0260 «! f-
C
?>,.,qt- ???.'?. iyi??r¢a .t; r ? if1 -' i ' r4'. 1 {
,.F-.? ,.rte r`g ?*4J
77777777
x } W j ° s ' XI Stlo >rmwater{required byA Q)
.
M r t kDescrtbe rrnpetvlous acreage ; (both: existing and proposed) versus total ;acreage' on t ate .
s y rwDiscuss x ston(iwater 'controls . proposed in- order ' to protect surface,' waters and we
_ , downstream froin`the p.opeity. .
C ?T ?a O r?2ail l?VI!? IDEA , ?r AG
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.
? I
XII1. ;,Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I SA NCAC 2H .0500) or any Buffer Rules? / I
Yes ® No l2oGr I»?ri brCa4?, c-:)use-A 5, 14-. del,7o51,L- !r ?s(eT7?v<cl .
he (sc?. y Z" 2G!'' G.•? lv?+?7 ; f?PP? oY . O , O -7 o?C. / m?J 'T
Is this an after-the-fact pennit application? : -
Yes N:1 No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
constructions dates to allow. processing time for these permits. However, an applicant may
choose to list coustraints associated with construction or sequencing that may impose limits on
work schedules (c.g., draw-down schedules for lakes,' dates as6ociated with Endangered and
-- , > Threatened Species, accessibility problems, or other issues outside of the applicant's control),
{
Applicant/Age s ature DAte
(Agent's signature is Valid only if an authorization letter from the applicant is provided.) '
Page 12 of 12
.r . _
298'-8° V~ SS MH W - - - 12X6 TEE Q
- - - - 6" G - _ o
w R/w _ - - w - R/W 60, ' ' N \ 16 56''-15 1 -
,i w ~P"'- n , _ \
5' 17' 6' 25' 5' .C/ EXST. 1 ~ z P EXST. 15' RCP ~ ~ ~ 12'-15" RCP
12' 20' w / .,.w 4 --.R~~'` & F.E.S. - ~ _
2" I-2 ACSC C2" I-2 ACSC .08 /r INV 455.00 4~ 2 $ACTICE 6.41 - J Tl ~ OUTLET STA61L-~ZATION ~ ~ ~ ~ ' :i.,~e~
:1 ~ _ III- ~ ~ ~ ~:x... - 3 I 4'WX8'LX4'W ~ ~ ACTICE 6.60
I I I 2.3 TONS CLASS B R ~ I I 6.7 SY FILTER FABRIC TEMP. SEDIMENT TRAP rt
a" CABC ~ wM ~ , MCKENZIE PARK 30' C&G 8" CABC 2 P• ~ I I ~ ~.r SEE bF~TAIL SHT. 14 _ ~ ; vi I I I I Exsr. 12'-15" RcP ~o (TYP.) ~ z
nP. ~ 1 PHASE II EXST. BLDG. BLDG, 1 ~ EXST, + - BLDG. I I I I o°' ~t & F.E.S. ~ ~ . ~ ~ t .aea~ (n
n 1' I I INV 454.40 T 1 > II r
ENTRANCE DETAIL- on 11 EXST. BLDG PRACTICE 6.30 ~ I I I I ~ T, GRASS LINED CHANIV~L
NTS , ~ `1' 1 0 ` ~ ~ DITCH N0. 1 II
~ I I ~ SEE DETAIL SHT 14 I N I I ~ I ~ ~ "ti
~ ~ 1 Rw 11 ~ t r • ~ i) 3 ~
R/w / ~ ~ ~ 50' 1' ~ II - II
5' 27' 5' ~ ~ ~ I a \ 4S8 II ~ II ~
EXST, 1 ` m 11 ~ J I 11' 11' BLDG. EXST. i i , II ~
„ ~ , BLDG. 2 I-2 ACSC I I I I BLDG. s' o° S86'33'23"E ~ I 6' ~ 374.16'
.08 .02 ~ .02 '08 2:1 ` ~ ~ EXST. I 2:1 1 ~ ~ \ BLDG, ~sr. Il ; II
. ~ ~ II D0. ~ I I ~ ~ ti ~ II ~
~ v'--5-'--_J I G 8" CABC \ s - - - L . - _ I I ~ ~ o I m ~ . CONSTRUCTION Z
~ \ 8p~8 I I I ° II ~ ` LIMITS
\ \ _ _ _ 16_0.55 ~ 0 ~ ~ p ~ ~ ~~11111111/~7 \ V~~ , 77/ ss/a7oss ~ s, ~ ROF~( ~ \ /
h ~ 10 5 2/6 ~ 5 ROADWAY TYPICAL i ~yo ~ . _.3~ _ 9~~8~0 ~ - _ _ _ ~ m A F ~ P,,,~~~~ ~
a~ / / \ ~~w_-. - ~ ~ ~ TIE TO EXST. T NTS ~X - r ST. 9 \ - PARKING LOT T Q ~ 2 ' ~ ''~.'L ,M
BLDG ~ ~ ~ - 6' C900 WM~~ ~ ? ~ g IXIST, PARHINC ~ I~. ~ ~ ~ ~ ~ DoT ARHINC U. I Q v p ~ ~ ~ - ; O ~ ~ ~ ~ o PR p62 i Q-~ Q o z=W =~S
~ o~ _y g ,v S ~ ~ EXST. ~ FFE - - U. W W ~ ~.Z
~ ~ ~ _ _ Exsr. cuR~INL~r AND PIPE - Exsi. DuR6 IN~Er MH ~ I BLDG. ~ h AND PIPE - (0 ~ Y, d' ~
/ _ - r ~ PRACTI 6.51 % ~ ~ ~c.
~ ~ T _ U ~ \ \ ~ ABRIC DROP IN ET 77~ P'ROTECTION (TYP, ~~llllll~~~
~ ~ ~ ~ ~ ~ EXST. A ,l
BLDG, EXST. d ~ S~ ~ ~ v ~ ~ ~ mo ~ ~
BLDG. ~ - I ~ ~ F~ 0~ oa ~ k
' 0~ \ L ,fix ~ 6 ~ MH9 m ~ ~,n . , L JJ 3 Q 6~ N v ~ ~ ~ N
- ~ ~
A ~ ~ ~ ~ M
REMOVE BOV INSTALL: ~ in ~ ~ ~ ~ ~ ~ x J H8 ' ~ N ~ ~
90' BEND MCKENZIE PARK ~ ~ 6X6 TE~~ ~ ~ ~ I
~ 6" GATE VALVE f 'o ~ ~ PHASE I 6; cv -
O ti S s ~ ~ ~ ~ N
3~ ~ N CONSTRUCTION N)g• F + (2) 22.5' BENDS fir' 2115"W -o f LIMITS v ~ ~ ~ z r M T ~ ,a s 04 ~p ~ - ~1 5 ~ w Pia - Q U z
ESTIMATED WETLAND ~ o ~ `;~F ~ ~ ' z ~ w ~
134.3 rn / o~ # U BOUNDARY ~ ~ ~ ~
FENCE ~ ~ SILT 8 ~ h~0 ~ ~ ~ SO ~ o rJ
5F ~ N28•27 ~5» ~ ~ ~ ~ ~ ~ 1 ~ W ~ ~ ~ a ~ I i 7 z ~ n
S ' ~ ~ T 307.20' ' I ~ ti, 22. - ~ ~ ~ ~ ~ , nl
TORM SEWER TABLE REVISED 11/26/02) .F ~ ~ ' S ( ~ ,
MENT CB N0. STATION GRATE INV. EL. OUTFACE EL o 1 ?t AucN ~ - ~ 442 - . ~ \ ~ r K,_~ ~ tin \
455.00 46 ~ ~ ~ ~ ~ ~ ~ N6'~'20'40"W ~ MAIN ROAD 1 3+80 458.00 0. 5 50~ .o , 0~' ~ + p ~ ~ ~y ,
2 5+D9 456.85 453.85 ~ pQ ,Lpg , ~ o ~ 1 ~ MAIN ROAD ROAD 3 6+12 455.93 451.93 ` F ~ MAIN ~ I ~ r .
MAIN ROAD 4 7+40 453.37 449.37 a pR FILE 3 ~ ~ w~ ~ ~ , V Q~
MAIN ROAD 5 8+00 450.75 446.75 FFE 454 ~ ~ 6 10+82 440.40 436.00 435.50 F ~ MAIN ROAD g I ~ C'W ~ 0 i 20 . N N Z D;~ ~
AD 7 11 +40 439.90 434.75 434.25 (2 6" MAIN RO 5.00 22.5' BENDS ) GV PRAI t N d ~ PRACTICE, 6.20 ~ ~
MAIN ROAD 8 11+86 440.53 436.03 43 TYP. FOR LOOP R D (2) 6X6'7E 42" RCP 41.53 437.03 , ! i TEMf MAIN ROAD 9 12+77 4 xr l DPAINAGE BASIN: SEE TEMP. DIVERSION ~ ~ ~ ~ ~ S~,
LOOP ROAD 10 11+64 443.83 439.33 6 ~ _ T. c' AF'EA-17.0 A . 44 _ SEE DETAIL ~ \ AS ~ b 440 (TYP.) , ; Q A ~ N ~
LOOP ROAD 11 5+70 45Q53 447.63 5 ,~''~p~ ~ 0~ (TYF LOOP ROAD 12 5+70 450.93 448.23 F CI Cc=0.5 \ ~ ~ \ ~ ~ ~ ~ z
436.20 As~ Tc 10 MIN/ \ LOOP ROAD 13 1+80 440.13 436.73 g+00 MH14 ~ Q 1=7 IN/H~t ~ ~ a ~ ~ ~ ~ 1 - ~ o
LOOP ROAD 14 DI) 1+BO 443.30 440.30 y _ ( .20 436.70 +00 SAC 2 15 440.20 437 ~ Q25-595 CFS CUL DE o ~ ~ ~ ~ i 'V(~ \ CSI(
MAIN ROAD 16 0+21 457.10 454.90 4S I \ ~~~'J ~
MAIN ROAD 17 0+21 457.10 454.52 454.40 8 1~3 e 96 ~ ~ ~ Q'~~ ~ ~ Q F~ ~ 22.5 ~ ' ' ~
- DI=DROP INLET f' I± CB-CATCH BASIN t ~ ~ v
o o i ~ ~
~ o ~r ~ ' A :n ' o ~ 3 454 0 1 M 6 't T, ~ ~ rn ~3 ~ a~ t , o ~ Q Q
LEGEND o ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ v, ' 9 t a ~o ~ ~ ~ ~ ~
~ ~ i a~ M 8 r ~ ~ ~ ~ ~ ~ t
EROSION CONTROL N ~ w ~ J ~ ~ t ~ 1 ~ ~o ~ ti~ ~
-SF- SILT FENCE ~ ~ , Q } 1 ~F~ ~ yp ~ LJJ ' \ x ~ ~ RNFR o
GL GRASS CHANNEL a ~ / ~ a t~ M 12 i 1 ~ ~ a~ Z C-~ ~ ~ A , ~ s o , vo.
TD-; TEMPORARY DIVERSION w o j ' 48 -z ~ ~ ~ 446 ' W 48 -42'1 RCP , , ~ ~ ,oo ~ ~ ~ ~ WO
gogo° OUTLET STABILIZATION o r' ~ ~ o° a; ~ 6X6 ~ N s
+ . a o ?RO IlE e ~ ~ ~ ~N6„ GV ~ ~ \ ~l O' q~f ~ o ~ A ~ ~ ~ 0 6'
N p FFE 446 ' ~ ~ SEDIMENT TRAP 4S ~ ~ 6, ~ ; pROF~ILE ~ 11
,r ~ m E 444 N
? INLET PROTECTION ~ - FH , ~ ? w ~ 15 ~ i (2) r r ~ M H ~ ti K~ ~ ~ ~ ~ p \ 448 z NPR p ~ ~ xfl ~ n'Ga e,
- - CONSTRUCTION LIMITS GV ~ ~ w 6X6, E 4 0 o T ~ ® y0
N p~ o ~h g' 0 E I 1 1 ~ ~ ~ ~P~ T U e 0 0 ~ i I ~ C
GENERAL ~ ~ ~ ~ ~6 ~ r ti 5 0 Ix 6' A OI O C 1~ A~ ~ U 7
~ 2 0 -W- EXIST WATER MAIN 34' 5 0. ~ ea \ U- o ~ 0 ~ o SITE - 0 0 0 ~ s ~ ~
PROP. WATER MAIN ~ 18 3 Q , 1 + N 14+ s ~ , ro ~ ~
2 .5' t HYDRANT p ~ ' tb N ~ N 1 VALVE •5~ rn p ~ ~ ~ ~ ~ ~ AR ~ 1IICINITY MAP ~ N
U m 4 3+ 1 o T 8 BEND ~ ~ 44 ~'"~-_y 2 X18 1 7g 8 4 ~ _ U1 a 18' 7880:5 M i°.
o ~ 2 cn/ m p DMH TEE 9 12' ~ \ ~ ~ °z OMH ~ ~ Q s \ ~
4S ~ ~ tr SF ] PLUG 2 ~ ~ ~ ~ ~ c ~ _ $F s® Q~ ~ Z a o~
- - T. SEWER LINE t~ SS EXS ~ ` . e ~ I d~ ~ ~ U ~ ~ o0 0 ~ ~ SITE DATA: W ~ ~ a °
Igth/size/slope PROPO. SEWER LINE ~ W, o r' ' b, 6 Q, o0 00 ~Q.--. \MH10 ~ ~ ~ A ~ 8 AC ~ ~ N ~ oaa oa TOTAL ACRES IN SITE: 21,5 N o 0 L~ ti ~ 1
MH FIRE H - T o ? M H ~ ~ ~ o00 ~ ~ ~ ~ ~ ZONING: R-12 - ~ 0 0 ~ 15 ^,.r ~ ~ ~ C
EXST MANHOLE 6X6,,T~E -Wi _ o W Q pR MH PROPOSED MANHOLE ~ ~ 6'% GV FF FIB 3 - - ,,o ~ ~ ~ ~ NUMBER OF LOTS: 62 0 ~ ~ ~ g~E~w~ ~ ~ ~ SOT SIZE: 9000 SF ~ ~ P„E ~ ~ t ~ MINIMUM W
~ 14 f E 442 ~ x r z ~o~LE~ 1 "o,~~~ Q ~ ~ ~ `E ~ ~ AVERAGE LOT SIZE: 11406 SF
OR DROP INLET /y ROLE 1 CURB oo ~ ~ ' F 9L E 11 FE 440 E ;440 ~ ~ ~ N ~ ~ ~ ~ ~ 1 ~5 MINIMUM LOT WIDTH: 50 FT ~ a ~ ~
ONTOURS / 18~ 3 ~ 4 _ ORIGINAL C ! ~ ~ N r- 40 a, ~ ~ ~ o
PROP. CONTOURS ~ ~ BLOW OFF (BOV) 2, o ' o : ~ SETBACKS: ~ ~ V ~
B 8 2.86. " MH15 6 0 ~ Oh 3 4" WATER METER ~ + ~ koo Q,~ ~ FRONT: 30 o , ~
0 / A 2 \ 1 Q ~ SIDE: 12 Date: F1LE 3 ~
F `2 , ~ti i ~ PR 4~a ~ ~ REAR: 30 421 X03 FF ~ a OPEN SPACE: 0.686 AC.
CONSTRUCTION ~ ,;~r~ ~ ~ ~ A' LIMITS _ "+.L ~J ~ S ~ 0 Scale:
s ~~Y r ~ Lq~r7 ~ ff-G ia~ i ~ ~
3 02 0 s ~ a~~ ~ SANITARY SEWER TABLE (REVISED 9/2 / ) '~~j ad$0; ~ 9/ ~ ~ ~ , ;f 0 . ..0~6' "w raven
j ' _~E _ a ~ EBN
MH N0. STATION RIM EL INV. IN INV. OUT DROP INV. ~ - Ng ~ ~ d _ PROFILE 1 '11~02~ ~ w ~ _ o~` o ~ ~ ~ ~ ~
EXIST. 429,71 424.37 423.71 A „ FFE f~ 3 ~ q36 "D~, ~ ~ 1 432.30 426.30 426.10 Olti 444 ~ ' ~ N 75.87' ~ , ` Checked:
0 429.00 r "r h2 f PRACTICE 6.30 2 435.00 429.2 h .30 433.20 433.00 ' ~t~ ~ ~ D A~
3 ~ / GRASS LINED CHANNEL 11+96 440 ~ / DITCH N0. 2 4 11+17 440.30 433.83 433.63 ~ _
43.00 436.38 436.18 438.20 4 f~ ~ 5EE DETAIL SHT 14 PRACTh 5 (D) 9+84.7 451.70 446.90 446.70 ~ H2 PRACTICE 6.41 Q ~ ~ ~ ti~ ~ ~ Drawing:
6 7+84 ~ ~ OUTLET 7 5+89 456.40 451.60 451.40 ~ 828 ' 30'wX~ OUTLET STABILIZATION C9 6` o .p ,p ~ 30'WX30'L CLASS I RR 2 PRACTICE 6.41 N rn ...~dwgs~harkey20
4+67.8 457.55 452.75 452.55 P? ~ ~87 TOT 8 457.28 ~ ESTIMATED WETLAND ~87 TONS ~ OUTLET STABILIZATION `
9 1+22 460,95 ,h i ~ 4'WXB'LX10'W CLASS 8 RR Sheet No.
10 1+63 440.95 4.5/.ZtS o BUUNUANT 4 TONS ~ 60 0 60 120 180
439.60 432.80 432.60 f l 11 1+47 12 10+66 444.30 438.50 438.30 I 0 17 SY FILTER FABRIC
9+72 446.80 443.00 442.80 (k~ ti 13
14 8+58 449.60 445.60 p~0 SF 15 2+20 440.50 435.70 435.50 PRACTICE 6.41 NOTES: NOTES:
16 3+16 442.50 438.70 438.50 OUTLET STABILIZATION 1. CONTOURS, 1. CONTOURS, SITE FEATURES, AND EXISTING WATER AND SEWER C a e LOCATIONS TAKEN FROM CITY OF SANFORD MAPS.
442.00 441.80 SF 'S 4.5'WX10'LX10'W CLASS B RR LOCATIONS 17 4+1B 445.80 2. BOUNDARY 18 6+80 451.90 447.90 5.2 TONS 2. BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY
22 SY FILTER FABRIC BRAKEN ANI BRAKEN AND ASSOCIATES.
(D) = DROP MANHOLE