20060273 Ver 1_Complete File_20060516

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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 16, 2006
DWQ Project # 06-0273
Nash County
Mr. Wilbur Jackson
3970 U.S. 64-A
Nashville, NC 27856
Subject Property:
Hinton Plantation
Ut to Little Sapony Creek & Little Sapony Creek [030302, 28-55-6-(0.6), WSIV, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 213.0259) with Additional Conditions
Dear Mr. Jackson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 70 linear feet of perennial stream, and 3,000 square feet (ft) of protected Zone
1 Tar-Pamlico River basin riparian buffer and 2,000 square feet (ft2) of protected Zone 2 Tar-Pamlico
River basin riparian buffer as described in your application dated February 8, 2006, and received by the
Division of Water Quality (DWQ) on February 21, 2006, with additional correspondence received March
1, 2006, April 18, 2006, and May 15, 2006, for the purpose of constructing the proposed residential
subdivision at the site. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) NW39 when issued by the US Army Corps of Engineers (USACE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 213 .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 to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CANU Permit.
This approval is 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). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
tat Carolina
ura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Mr. Wilbur Jackson
Page 2 of 6
May 16, 2006
Amount Approved (Units) Plan Location or Reference
Stream - perennial 70 (linear feet PCN page 8 of 13
Buffer - Zone 1 3,000 (square ft. PCN page 11 of 13
Buffer -Zone 2 2,000 (square ft. PCN page I 1 of 13
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 Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
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;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 213.0233 and GC 3404;
6. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
it
Mr. Wilbur Jackson
Page 3 of 6
May 16, 2006
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all 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 NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .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.
Mitigation:
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all 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. A
sample deed notification can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project;
Mr. Wilbur Jackson i
Page 4 of 6
May 16, 2006
9. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at hyp: //h2o. enr.state. nc. us/su/Forms_Documents. htm.;
10. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Tar-Pamlico River riparian buffer protection rule as described within 15A NCAC 2B .0259.
If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Sincerely,
j 44
Al W. Klimek, P.E.
AWK/ijm
Enclosures: GC3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Mr. Wilbur Jackson
Page 5 of 6
May 16, 2006
Filename: 060273 HintonPlantation(Nash)401_TPBR
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MAY-12-2006 FRI 14:10 TEL:[phone] NAME:DWQ-WETLANDS P. 1
FROM :civiltek FAX NO. :2524785005
Tar-Pamlico Stormater Rule 15A NCAC 28.0258
MAY-12-2006 FRI 14:11 TEL:[phone]
May. 12 2006 03:16PM P2
Last Modified 511212006
NAME:DWQ-WETLANDS
P. 2
FP011 :civiltek FAX NO. :'2524785005 May. 12 2006 03:19PM P3
Ter Pamlico 8t0im"ter Rule 15A Nr-AC 26.025E
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Last Modfed 511MON

MA`r-12-2006 FRI 14:12 TEL:[phone] NAME:DWQ-WETLANDS P. 3
Piedmont of the Tar-Pamlico River Basin:
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258 Last Modified 5/1212006
Introduction
The set of worksheets included in this file will enable stormwater permit applicants to comply with, and local
governments to administer, the nutrient loading requirements of the Tar-Pamlico Stormwater Rule, i SA NCAC
2B .0258. The file contains a set of worksheets for estimating nitrogen and phosphorus export from a
development project prior to and following development, and following the installation of best management
practices (BMPs) on the development. Supporting information on the design of the worksheets can be found in
the document, Tar-Pamlico Arver Basin: Model Stormwater program for Nutrient Control, available from local
governments implementing the stormwater rule and the NC Division of Water Quality staff contact for the Tar-
Pamlico nutrient strategy, in the Nonpoint Source Unit of the central DWQ office, Raleigh, NC. The
information may also be downloaded from the Division of Water Quality's Tar-Pamlico web page at
http:11h2o.enr.statene.us/nps/torpam.htm.
This file contains worksheets with the following elements:
1. Definitions of Land Use Terms Used in Spreadsheets (this page)
2. Residential Worksheet when Footprints are not Shown (1 pg.)
3. Export Calculation Worksheet for Piedmont Communities (1 pg.)
4. BMP Removal Calculation Worksheet for Piedmont Communities (3 pp.)
IDerinitions of Land Use Terms Used in Spreadsheets
Transportation impervious: The portion of the development that is taken up by roads, driveways, parldng
areas, wash pads or any other facility designed for vehicular use, maintenance or storage. Transportation
impervious includes areas covered in pavement, gravel, pavers and dirt.
Roof impervious: The portion of the development that consists of roofs of buildings and garages that serve
single-family homes. Commercial parking garages shall be considered as transportation impervious.
Minaged pervious: The portion of the development that consists of vegetated areas that the landowner could
manage by mowing, logging, applying fertilizer, etc. Although residential development may include pervious
areas that are initially undisturbed, these areas must be considered as managed pervious (instead of wooded
pervious) unless they have conservation easements or another mechanism to insure they will not be managed.
Also, the land in Zone 2 (the outer 20 feet) of a protected riparian buffer must be considered as managed
area unless it is protected by a conservation mechanism.
led pervious: The portion of the development that consists of forested areas that are permanently
.ted by a conservation easement or other binding conservation mechanism, Also, wetlands and the land in
1 of a protected riparian buffer (the first 30 feet adjacent to a stream) may be considered as wooded
ius area.
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Tow Arto. (P61. r. Z. + 43 ) 1G L I . $ 's tit .
MAY-12-2086 FRI 14:18 TEL:[phone] NAME:DWQ-WETLANDS P. 1
FROM :civiltek FAX NO. :2524785005 May. 12 2006 03:17PM P1

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MAY-12-2006 FRI 14:10 TEL:[phone] NAME:DWO-WETLANDS P. 1
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FROM : civi ltek FAX IJO. :2524785005 May. 11 2006 Fig: 10AM P1
5-10-06
Division of Water Quality
Attention: Mr. Ian McMillian
2321 Crabtree Boulevard, Suite 250
Raleigh, N.C. 27604
This letter is to address the cumulative impacts of Hinton Plantation, DWQ PROJECT
# 06-0273 which is in Nash County, North Carolina. We have applied for a 401 permit to
cross a stream and supplied the appropriate maps, forms and fees.
This proposed subdivision is designed to enhance the community and provide places to
live for families. We have followed State guidelines for erosion control, N.C.D.O.T.
standards for road design and Town of Momeyer planning rules.
1. Is growth likely to be induced by the project?
Since this is a small subdivision in a rural county growth is expected to be
minimum. Growth is taking place but at a slow rate. There is at this time no
other growth planned as a result of this subdivision.
2. Are existing uses of the water ( as reflected in the classification of the waters )
Likely to be impacted by growth? This site is not in a watershed or any protected
water source. We have followed all N.C-D.l.R. rules to prevent erosion or
disturbance of the existing creeks on site. Once the subdivision is in place and
stabilized, impact should be a minimum to water quality.
3. Are additional regulatory measures neoded? ( i.e., are there existing regulatory
programs which can address these impacts? ) No regulatory measures are in place
at this time in the Town of Momeyer. However, we have attempted with all our
energies to protect ground water and surface water on this site.
Thank You,
Ted S. Hopkins, P.L.S.
Civiltek Associates East, P.A.
602 Past Nash Street
Spring Hope, N.C. 27882
1-252-478-5005
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MAY-11-2606 THU 08:03 TEL:[phone] NAME:DWO-WETLANDS P. 1

FROM :civiltek
FAX NO. :2524785005 May. 11 2006 09:10AM P2
DRAFT Internal Policy
Cumulative impacts and the 401. Water Quality Certification and
Isolated Wetland Programs
NC. Division of Water Quality
October 3, 2002
Version 1.6
Backeround
Existing rules for the 401 Water Quality Certification Program (15A NCAC 214 .0506(b)(4) and (c)(4)) as
well at those for the Isolated Wetland Permit Program (15A NCAC 211..1300) require that DWQ determine that a
project "does not result in cumulative impacts, based upon past or reasonably anticipated future impacts, that cause
or will cause a violation of downstream water quality standards." This internal policy is meant to give direction to
DWQ Central and Regional Office staff on how to implement this rule. Cumulative impact is defined as those
"environmental impacts resulting from incremental effects of an activity when added to other past, present, and
reasonably foreseeable future activities regardless of what entities undertake such other actions" (taken from 15A
NCAC I A which are the rules implementing the State Environmental Policy Act).
It is important to note that the 401 Certification rules require an examination of cumulative impacts in terms
of their impact on downstream water quality standards. This is a relatively narrow provision that requires DWQ
staff to focus on downstream standards (narrative and numeric) rather than (for instance) the effect of the
development on wildlife habitat. Therefore, only if that impact may (or will) cause a violation of downstream' water
quality standards is the project of concern in the context of cumulative impact for DWQ's wetland permitting
programs. However, water quality standards form the basis of all water quality regulation and permitting programs.
This rule (although narrow in its scope since it focuses on downstream water quality) provides an essential tool for
DWQ to use to manage cumulative impact Water quality impairment is usually tied to urban runoff that can
increase with road development This policy is intended to address this regulatory requirement.
Policy
ll. DOT (and other public transportation) projects
The major types of DOT projects and their need for different levels of cumulative analysis are outlined
below. The three types of cumulative impact analysis with respect to this policy are 1) Generic
description, 2) Qualitative analysis, and 3) Quantitative analysis.
A. rpneric deaerjption- Small-scale widening projec% bridge replacements pEg ects and
intersectipn imgrovoment projects - These projects (which are often eligible for a Nationwide
Permit 23 for Categorical Exclusions) normally have a low potential for cumulative irnpact.since
little (if any) new impervious surface is added and the projects are usually in already developed
locales. DWQ believes that a generic description can be developed which addresses the cumulative
impacts of the majority of these projects in the context of the 401 and isolated wetland rules. DWQ
staff will prepare a draft narrative for this purpose for DOT staff review. However If DWQ staff
determines that any of these projects may have growth-stimulating effects and downstream impacts,
then either a formal narrative cumulative impact analysis (see B below) or (more rarely) a
quantitative analysis (see C below) should be required of the applicant.
B. Qualitative Analvsis: Widening with new locations: Most of these projects have a low potential
for cumulative impacts since these locations tend to be near existing roads and already developed
areas. Therefore, a narrative cumulative impact analysis similar to that outlined in the DOT/DENk
SEPA document (Guidance for Assessing Indirect and Cumulative Impacts of Transportation
Projects in North Carolina- Volumes I and 11. 2001, State of North Carolina Department of
Transportation and Environmental and Natural Resources prepared by The Louis Berger Group,
Inc., Cary, N.C.) should suffice for the 401 Certification and Isolated Wetland permitting
MAY-11-2006 THU 08:04 TEL:[phone]
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NAME:DWQ-WETLANDS P. 2
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FROM :civiltek
FAX NO. :2524785005 May. 11 2006 09:11AN P3
programs.' If DWQ staff determines that any of these projects may have growth-stimulating effects
and downstream impacts, then a quantitative analysis should be required of the applicant (see
below).
C. gaantitatiye An is: New location groiegs: Many of these projects will have growth-
stimulating effects since new growth tends to occur on otherwise undeveloped property adjacent to
the new road alignment. Therefore, these projects may result in cumulative impacts to water
quality. The overall process to deal with new location projects is to address these three questions in
sequence.
1 Is growth likely to be induced by the aroiect? This may be indicated by projected land use
changes or by the purpose and need of the project (i.e. if the project is specifically planned
to stimulate growth). For instance, projects on new location near urban areas often have the
greatest potential for cumulative impacts since they provide improved access to previously
inaccessible sites.
2 Are existing uses of the water (as reflected in the classification of the waters) likely to be
by the growth? The following descriptions (categories a, b and c) should help
Lim
clarify the answer to this question.
3 Are additional reg 1rY measur s needed? (i.e. are there existing regulatory programs
which can address these impacts?). For instance, the Phase II NPDES Stormwater Permit
program addresses stortnwater runoff from development as do riparian buffer rules in place
in several watersheds across the state. Finally in some cases, local governments already
have land use control programs in place that adequately address stormwater runoff. in
many cases, these programs should reduce or eliminate the need for additional regulatory
measures.
If the answers to all three questions of these questions are yes, then a quantitative analysis of
cumulative impact would be needed for the 401 Water Quality Certification.. The following
information describes this process in more detail
a) Water Supply, HQW and ORW classifications DWQ has several existing regulatory
programs that address cumulative impacts. Specifically, the Water Supply Protection
Program as well as the watershed-specific management plans for ORW and HQW watersheds
provides considerable protection from cumulative impact on downstream water quality. In
addition, DWQ often relies on other state permitting programs such as the High Quality
Waters Best Management Practices developed by the Division of Land Resources for
protection of water quality. DOT reports for these projects should describe and analyze these
existing programs for a particular project to determine if they sufficiently protect these
sensitive waters. In most cases, a narrative analysis based on the DOT/DENR SEPA report
with clear reference to these existing DWQ permitting program as well as a description of the
effectiveness of these programs in protecting water quality should be sufficient. However, if
DWQ staff determines that a project appears to have growth-stimulating effects and
downstream impacts that are not addressed by existing regulatory programs, then a
quantitative analysis may be required.
b) Class C, B, SC and SB classifications - The potential for cumulative analysis from these
projects should be discussed utilizing the qualitative analysis described above for these
stream classifications. If significant potential for cumulative impact is identified (for instance
due to the presence of endangered aquatic species), then a quantitative analysis may be
required.
c) Impaired Waters (303 (d) listed Waters), SA (Commercial Shel(shiny) and Trout
classification - These watersheds warrant special attention with respect to cumulative impact
analysis since there are often no existing regulatory programs of which adequately address
pollution sources for these waters. With respect to the impaired waters, the reported
parameter of concern and source (point versus non-point) of the contaminant should be
examined to determine if the new location road and any induced development are likely to
1 These documents will need to be revised to explicitly refer to water quality-related issues for the 401 Certification Program.
In the interim, DWQ believes that the procedures outlined in these documents wilt normally suffice for cumulative impact
analysis for these projects.
MAY-11-2006 THU 08:05 TEL:[phone] NAME:DWQ-WETLANDS
''44
P. 3

FROM :civiltek FAX NO. :2524785005 May. 11 2006 09:13FM P5
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MAY-11-2006 THU 08:06 TEL:[phone] NAME:DWQ-WETLANDS P. 5
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FROM :civiltek FAX NO. :2524785005 May. 11 2006 09:12AM P4
further impact these waters. For instance, if the impaired water is listed as impacted for
dioxin from point sources, it is very unlikely that a new road and its associated development
would exacerbate the situation. In this case, a qualitative analysis of cumulative impacts will
usually suffice. However, for Trout and SA waters as well as impaired waters which are
impaired by pollutants likely increased by development (such as bacteria, nutrients or
sedimentation), then a detailed, quantitative analysis should be conducted by DOT to
determine 1) if cumulative impacts are likely and then (if impacts are predicted to occur) 2)
what pollution control measures will be needed and how they are to be implemented. This
analysis will often require watershed-level modeling using export coefficients, levels of
treatment for BMP's and comparison to numerical water quality standards or numeric water
quality goals. With respect to implementation, discussion with and commitment from local
governments may be needed to address these cumulative impacts.
11. Other publicly-funded development projects
Other publicly funded development projects may or may not result in cumulative impacts. For instance,
the development of a regional, public park or a new library is unlikely to result in cumulative impacts.
For these projects, a generic description similar to that described in step t A above should suffice.
However, other projects will likely result in cumulative impacts and therefore, then either a formal
qualitative cumulative impact analysis (see ! B above) or (more rarely) a quantitative analysis (see I C
above) should be required of the applicant. Examples of projects in this later category would be projects
targeted to encourage development such as the Global TmnsPark and a county-funded industrial park.
DWQ staff should use their professional judgment to determine if a publicly funded project is likely to
result in cumulative impacts and would then need a quantitative analysis of this impact.
M. Private development projects
Privately funded development projects are normally not subject to SEPA or NEPA and therefore, only
rarely require formal environmental documentation. However, if these projects require 401 Water
Quality Certification or an Isolated Wetland Permit, then the cumulative impact provisions of these rules
are applicable.
Many private development projects are unlikely to cause cumulative impacts, including projects such as
urban in-fill, most residential subdivisions, and small commercial developments as well as agricultural
and silvicultural operations. However, some private projects may cause significant cumulative impacts
on water quality. Therefore if a 401 Water Quality Certification or Isolated Wetland Permit is required,
then either a qualitative or quantitative analysis of cumulative impact would be needed.
Some private development projects can clearly result in cumulative impact. Recent examples of this
effect include the Streets at South Point Mall in Durham and the Landfall development in Wilmington.
Often these developments are 1) relatively large, 2) involve commercial development, and 3) occur in
otherwise relatively undeveloped landscapes with an impact on regional growth patterns. When these or
similar characteristics are present with a private development project, then DWQ staff should use the
guidance outlined in Section I.C. above to determine if a quantitative analysis of cumulative impacts is
needed or whether a qualitative analysis will be sufficient.
MAY-11-2006 THU 08:06 TEL:[phone] NAME:DWQ-WETLANDS P. 4
O?ot WATF,9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
April 25, 2006
DWQ Project # 06-0273
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Wilbur Jackson
3970 U.S. 64-A
Nashville, NC 27856
Subject Property: Hinton Plantation
Ut to Little Sapony Creek & Little Sapony Creek [030302, 28-55-6-(0.6), WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jackson:
On February 21, 2006, the Division of Water Quality (DWQ) received your application dated February 8,
2006, to impact 70 linear feet of stream and 5,000 square feet of protected Tar-Pamlico River basin
riparian buffer to construct the proposed office park development. On April 18, 2006, the DWQ received
additional information from you, however, the DWQ has determined that your application remains
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. As previously requested in correspondence dated March 6, 2006, please address indirect and
cumulative impacts for this project. The indirect and cumulative impacts policy is available on
our website at:
http://h2o. enr.state.nc.us/ncwetlands/documents/InterimIntemalPolicyCumulativeImpact.doc
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
one
NbrtttCarolina
)vatura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
4-11-05
DWQ PROJECT: 06-0273
NASH COUNTY
HINTON PLANTATION SUBDIVISION
THIS IS A PROPOSED RESIDENTIAL NEIGHBORHOOD. IT IS DESIGNED TO
HAVE NICE HOMES WHICH WILL HOUSE FAMILIES AND IMPROVE THE
COMMUNITY WHICH IT SURROUNDS. THE HOMES AND FAMILIES WILL
CREATE JOBS AND GENERATE TAX REVENUE FOR THE COUNTY AND THE
STATE. THE TAXS WILL SUPPORT FINANCING OF THE LOCALE SCHOOL
SYSTEM AND WILL BE A GENERAL BENEFIT TO THE COMMUNITY.
THE N.C.D.O.T. HAS LOOKED AT THE PROJECT AND SAID THAT TO
MINIMIZE ANY TRAFFIC IMPACT A TURN LANE SHOULD BE INSTALLED
WHICH WE HAVE DESIGNED AND PROVIDED FOR.
FOLLOWING STATE GUIDELINES SEDIMENTATION AND EROSION
CONTROL MEASURES HAVE BEEN PLANNED FOR THE SITE TO PREVENT
SOIL EROSION. THESE MEASURES HAVE BEEN DESIGNED TO MINIMIZE
ANY IMPACT TO WATER QUALITY.
WE HAVE PLANNED THIS TO BE A NICE NEIGHBOORHOOD AND AN ASSET
TO THE COMMUNITY.
THANK YOU,
TED S. HOPKINS
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please
Project Name : wTON
Contact Person: l= i? S
Level Spreader ID:. 1
the following information):
A to
Phone Number:
Level Spreader Length J l ft.
Drainage Area S 3 7 ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope o %
grass
Max. Discharge from a 10 Year Storm 1 Z . Z8 cfs
Max. Discharge to Level Spreader 1z' z8 cfs
Filter Strip/Buffer Vegetation C #2 P,S 5
Pre-treatment or Bypass Method C'oN UC7_f 1' o N af_
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
?4- Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
-r(4- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
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.
r" 9 No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
/?O
zrdC_ Z- 'Pwe-& r-4 ?' 4
?lo = (Q. Act) = f 2 . e5
0 12.2 x i3 - (59 . ??
APR 1 8 2006
11 -
DWQ Project No.
1. PROJECT INFORMATI(
Project Name: Contact Person: Tom:
Level Spreader ID:.
# Z
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
complete the following information):
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
12? ft.
y •3Z ac.
n.Sa ac.
0 %
Max. Discharge from a 10 Year Storm q.94 cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation ro Q X455
Pre-treatment or Bypass Method ?Otil UCN ( 9 N At
II. REQUIRED ITEMS CHECKLIST
Phone Number:
(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.
Aoolicants Initials
'(74 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.
VIA- 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:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.

P ?
eq u (? I Z
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: N r0 P Atil T I Dpl
Contact Person: -T = D S • o ?- I tom( Phone Number: (,?,5 - 4?
Level Spreader ID:. /.Iv Z
Level Spreader Length ft.
Drainage Area . O? ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope f? o %
grass
Max. Discharge from a 10 Year Storm 2 $ cfs
Max. Discharge to Level Spreader 2 • q9 cfs
Filter Ship/Buffer Vegetation C,? 0- A,5 -S -
(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)
Pre-treatment or Bypass Method CDtij i1C' ?/? I,f (,
It. 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( t? 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
VIA, 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:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
/ 2` qo CF5
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the followin
Project Name : _L I f L0 0 2111011b14
Contact Person: pry ! -jv
Level Spreader ID:. c?
Level Spreader Length ft.
Drainage Area 4,71 ac.
Impervious Area • 71 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader fo • °I ?- cfs
Filter Strip/Buffer Vegetation ?5 2 A-53
information):
Phone Number:
(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)
Pre-treatment or Bypass Method CQ ?jf1CN t 1 o(rA f<
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 Ff 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:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
S ( 7? (0. 9 2 OFS
O L! tF
16-CZ 13
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Ft- A --10 I
Contact Person: S• l o P k t N Phone Number: (sa) 7'9 - 500,7-
Level Spreader ID:. #
Level Spreader Length Z/, ft.
Drainage Area n. 29 - ac.
Impervious Area 6 , z F3 ac.
Maximum Filter Strip/Buffer Slope ?5' C) %
grass
Filter Strip/Buffer Vegetation ,1;12 4 55 (perpendicular to flow)
Max. Discharge from a 10 Year Storm 016 3 cis
Max. Discharge to Level Spreader 4, 6,3 cis
(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)
Pre-treatment or Bypass Method ro Al 0EA11 b 1, A L
11. 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
Level spreader is at least 13 ft per cis 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
T( LL No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
LEVEL
p,? s? '?>? b28Ac? - 0, 6,5 CF-,S
or 4F a_?3 k ?3= g?? ?? = usE7A
USc 2?
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person: j S • F Eck ?' K r r 15 Phone Number: ( 232) o 7A - 5Z
Level Spreader ID:.
Level Spreader Length 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 R o % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm z • ( Z cfs
Max. Discharge to Level Spreader 2 . t 2 cfs
Filter Ship/Buffer Vegetation 6 LQ SASS
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method L?0MOt;K.t l`Iomkc_
It. 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
Aaalicants Initials
:Z/ A Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
A 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:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
o C. ? tie
r
2,12 ? 27.S6' 2?t
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following
Project Name : , f /t(T A d
Contact Person: _/ZaD
Level Spreader ID:. Level Spreader Length -7 ft.
Drainage Area 2,14R ac.
Impervious Area 2 ac.
Maximum Filter Strip/Buffer Slope © %
grass
Phone Number.
Max. Discharge from a 10 Year Storm s 6 -?_ cfs
Max. Discharge to Level Spreader 5• GS cfs
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method e' -mI y5-1-) T(0 NA (_
11. 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. !f 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
_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
-AIIA I 7A- No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
A- ). -;? 56 J_

DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : T
Contact Person: S d L (N
Level Spreader ID: g
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Phone Number:
ft. (perpendicular to flow)
1.23 ac. (on-site and off-site drainage to the level spreader)
1.23 ac. (on-site and off-site drainage to the level spreader)
% (6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm Z. F6 cfs
Max. Discharge to Level Spreader '90 cfs
Filter Strip/Buffer Vegetation 6A-A55
Pre-treatment or Bypass Method Cs I!eN !U?U /-A,(-
It. REQUIRED ITEMS CHECKLIST
(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.
ADDlicants Initials
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:
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.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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. 00 ?to= cf-

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at /east every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWO of any problems with the system or prior to any changes to
the system or responsible party.
Print name:__ TTC?l,,p
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots hav been sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of Aij, r'T @
County of -_Y j ? , do hereby certify that " (?,??
personally appeared before me this :k " day of rTl?,cc, 'D? , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
NNETT
PUBLIC NNE
ZE
TTi`
PUBLIC
iAMICOUNTY N.C.
SEAL
My commission expires W.U .?
Page 1 of 1
Date: a _11-6 116 U
March 6, 2006
DWQ Project # 06-0273
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Wilbur Jackson
3970 U.S. 64-A
Nashville, NC 27856
Subject Property: Hinton Plantation
Ut to Little Sapony Creek & Little Sapony Creek [030302,28-55-6-(0.6), WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jackson:
On February,-21, 2006, the Division of Water Quality (DWQ) received your application dated February 8,
2006, to impact 70 linear feet of stream to construct the proposed office park development. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
?-1. Please provide a location map for the project. Additionally, please provide legible copies of a,
USGS topographic map with the project boundaries clearly shown, and a Nash County Soil
Survey aerial map with the project boundaries clearly shown.
?'2. Please reprint and resubmit Map No. 1, as the copy we received is unreadable., D090 Z c' f 'E ?
V3. Please indicate the diffuse flow measures on the site plan, and provide level spreader worksheets and a signed Op
Agreement for the level spreaders. (r,) &X)
?4. Please address cumulative impacts for this project and address the cumulative impacts policy
available on our website. (D0tt-.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Mr. Wilbur Jackson
Page 2 of 2
March 6, 2006
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ym
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060273HintonPlantation(Nas4)On_Holdl il.doc
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Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 5/12/2006
Introduction
The set of worksheets included in this file will enable stormwater permit applicants to comply with, and local
governments to administer, the nutrient loading requirements of the Tar-Pamlico Stormwater Rule, 15A NCAC
2B .0258. The file contains a set of worksheets for estimating nitrogen and phosphorus export from a
development project prior to and following development, and following the installation of best management
practices (BMPs) on the development. Supporting information on the design of the worksheets can be found in
the document, Tar-Pamlico River Basin: Model Stormwater Program for Nutrient Control, available from local
governments implementing the stormwater rule and the NC Division of Water Quality staff contact for the Tar-
Pamlico nutrient strategy, in the Nonpoint Source Unit of the central DWQ office, Raleigh, NC. The
information may also be downloaded from the Division of Water Quality's Tar-Pamlico web page at
http://h2o.enr.state.nc.us/nps/tarpam,htin.
This file contains worksheets with the following elements:
1. Definitions of Land Use Terms Used in Spreadsheets (this page)
2. Residential Worksheet when Footprints are not Shown (1 pg.)
3. Export Calculation Worksheet for Piedmont Communities (1 pg.)
4. BMP Removal Calculation Worksheet for Piedmont Communities (3 pp.)
itions of Land Use Terms Used in Spreadsheets
Transportation impervious: The portion of the development that is taken up by roads, driveways, parking
areas, wash pads or any other facility designed for vehicular use, maintenance or storage. Transportation
impervious includes areas covered in pavement, gravel, pavers and dirt.
Roof impervious: The portion of the development that consists of roofs of buildings and garages that serve
single-family homes. Commercial parking garages shall be considered as transportation impervious.
Managed pervious: The portion of the development that consists of vegetated areas that the landowner could
manage by mowing, logging, applying fertilizer, etc. Although residential development may include pervious
areas that are initially undisturbed, these areas must be considered as managed pervious (instead of wooded
pervious) unless they have conservation easements or another mechanism to insure they will not be managed.
Also, the land in Zone 2 (the outer 20 feet) of a protected riparian buffer must be considered as managed
pervious area unless it is protected by a conservation mechanism.
Wooded pervious: The portion of the development that consists of forested areas that are permanently
protected by a conservation easement or other binding conservation mechanism. Also, wetlands and the land in
Zone 1 of a protected riparian buffer (the first 30 feet adjacent to a stream) may be considered as wooded
pervious area.
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Tar-Pamlico Stormater Rule 15A NCAC 2B .0258
Last Modified 5/12/2006
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four categories -
transportation impervious, roof impervious, managed pervious, and wooded pervious - in the development You
will need these acreages for both the "Export before BMPs" and "Export after BAI J" worksheets For the
"Export after BMPs" worksheet, you will need to subtract the acreage occupied by BMPs from the managed
ervious acreage produced by this worksheet Also for the "Export after BMPs" worksheet, if the development
contains more than one catchment, use this worksheet for each catchment
Project Name: C W t I /J P(Ot4,14TA7109
Date: r- D. Z 10
13y: ands Nt,caarC
Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower lefthand comer (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those protected
lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, you will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency between
the total value and the sum of individual acreages will carry over to column (5).
Average lot size = 1.637 ac (Must show building footprints if lot size < 0.13 ac.)
% impervious in right-of-way = i 40
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Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 5/12/2006
Piedmont of the Tar-Pamlico River Basin:
Includes Oxford, Henderson, Rocky Mount and Tarboro as well as Franklin, Nash and Edgecome Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: /,(/ /1 X191.4 arx -W11
Date: . Z y b
By: Checked By:
Directions (same for pre-development and postdevelopment tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acreaee values and treated.

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Note: The nutrient loading goals are 4 .0 lb/ac/yt for TN and 0.41b/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed
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DENR -WATER QUALITY
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DENR - WATER QUALITY
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2/16/06
2 pages faxed
TO - Eric Kulz
FROM - Laurie
Eric - see following note I got attached to 7 sets of grading
& erosion control plans for Hinton Plantation
Did Mike leave anything behind about this?
I've got nothing here or in BIMS.
Thanx!
Laurie
715-3404
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 6, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0273
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Wilbur Jackson
3970 U.S. 64-A
Nashville, NC 27856
Subject Property: Hinton Plantation
Ut to Little Sapony Creek & Little Sapony Creek [030302, 28-55-6-(0.6), WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jackson:
On February 21, 2006, t4ae Division of Water Quality (DWQ) received your application dated February 8,
2006, to impact 70 linear feet of stream to construct the proposed office park development. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 211.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a location map for the project. Additionally, please provide legible copies of a
USGS topographic map with the project boundaries clearly shown, and a Nash County Soil
Survey aerial map with the project boundaries clearly shown.
2. Please reprint and resubmit Map No. 1, as the copy we received is unreadable.
3. Please indicate the diffuse flow measures on the site plan, and provide level spreader worksheets
and a signed Operations and Maintenance Agreement for the level spreaders.
4. Please address cumulative impacts for this project and address the cumulative impacts policy
available on our website.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
NQ;tltCarolina
401 Oversight/Express Review Permitting Unit RtllCQQt?J
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Wilbur Jackson
Page 2 of 2
March 6, 2006
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060273HintonPlantation(Nash)On_Hold

5-10-06
Division of Water Quality
Attention: Mr. Ian McMillian
2321 Crabtree Boulevard, Suite 250
Raleigh, N.C. 27604
This letter is to address the cumulative impacts of Hinton Plantation, DWQ PROJECT
# 06-0273 which is in Nash County, North Carolina. We have applied for a 401 permit to
cross a stream and supplied the appropriate maps, forms and fees.
This proposed subdivision is designed to enhance the community and provide places to
live for families. We have followed State guidelines for erosion control, N.C.D.O.T.
standards for road design and Town of Momeyer planning rules.
1. Is growth likely to be induced by the project?
Since this is a small subdivision in a rural county growth is expected to be
minimum. Growth is taking place but at a slow rate. There is at this time no
other growth planned as a result of this subdivision.
2. Are existing uses of the water ( as reflected in the classification of the waters )
Likely to be impacted by growth? This site is not in a watershed or any protected
water source. We have followed all N.C.D.E.R. rules to prevent erosion or
disturbance of the existing creeks on site. Once the subdivision is in place and
stabilized, impact should be a minimum to water quality.
3. Are additional regulatory measures needed? ( i.e., are there existing regulatory
programs which can address these impacts?) No regulatory measures are in place
at this time in the Town of Momeyer. However, we have attempted with all our
energies to protect ground water and surface water on this site.
Thank You,
Ted S. Hopkins, P.L.S.
Civiltek Associates East, P.A.
602 East Nash Street
Spring Hope, N.C. 27882
1-252-478-5005

RID) L.
V, WAY 1 2 zaa?

II6

DRAFT Internal Policy
Cumulative impacts and the 401 Water Quality Certification and
Isolated Wetland Programs
NC Division of Water Quality
October 3, 2002
Version 1.6
Background
Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H .0506(b)(4) and (c)(4)) as
well at those for the Isolated Wetland Permit Program (15A NCAC 2H..1300) require that DWQ determine that a
project "does not result in cumulative impacts, based upon past or reasonably anticipated future impacts, that cause
or will cause a violation of downstream water quality standards." This internal policy is meant to give direction to
DWQ Central and Regional Office staff on how to implement this rule. Cumulative impact is defined as those
"environmental impacts resulting from incremental effects of an activity when added to other past, present, and
reasonably foreseeable future activities regardless of what entities undertake such other actions" (taken from 15A
NCAC 1 A which are the rules implementing the State Environmental Policy Act).
It is important to note that the 401 Certification rules require an examination of cumulative impacts in terms
of their impact on downstream water quality standards. This is a relatively narrow provision that requires DWQ
staff to focus on downstream standards (narrative and numeric) rather than (for instance) the effect of the
development on wildlife habitat. Therefore, only if that impact may (or will) cause a violation of downstream water
quality standards is the project of concern in the context of cumulative impact for DWQ's wetland permitting
programs. However, water quality standards form the basis of all water quality regulation and permitting programs.
This rule (although narrow in its scope since it focuses on downstream water quality) provides an essential tool for
DWQ to use to manage cumulative impact. Water quality impairment is usually tied to urban runoff that can
increase with road development. This policy is intended to address this regulatory requirement.
Policy
1. DOT (and other public transportation) projects
The major types of DOT projects and their need for different levels of cumulative analysis are outlined
below. The three types of cumulative impact analysis with respect to this policy are 1) Generic
description, 2) Qualitative analysis, and 3) Quantitative analysis.
A. Generic description: Small-scale widening_proiects, bridge replacements projects and
intersection improvement projects - These projects (which are often eligible for a Nationwide
Permit 23 for Categorical Exclusions) normally have a low potential for cumulative impact since
little (if any) new impervious surface is added and the projects are usually in already developed
locales. DWQ believes that a generic description can be developed which addresses the cumulative
impacts of the majority of these projects in the context of the 401 and isolated wetland rules. DWQ
staff will prepare a draft narrative for this purpose for DOT staff review. However If DWQ staff
determines that any of these projects may have growth-stimulating effects and downstream impacts,
then either a formal narrative cumulative impact analysis (see B below) or (more rarely) a
quantitative analysis (see C below) should be required of the applicant.
B. Qualitative Analysis: Widening with new locations: Most of these projects have a low potential
for cumulative impacts since these locations tend to be near existing roads and already developed
areas. Therefore, a narrative cumulative impact analysis similar to that outlined in the DOT/DENR
SEPA document (Guidance for Assessing Indirect and Cumulative Impacts of Transportation
Proiects in North Carolina. Volumes I and II. 2001, State of North Carolina Department of
Transportation and Environmental and Natural Resources prepared by The Louis Berger Group,
Inc., Cary, N.C.) should suffice for the 401 Certification and Isolated Wetland permitting
`76
Programs-' If DWQ staff determines that any of these projects may have growth-stimulating effects
and downstream impacts, then a quantitative analysis should be required of the applicant (see
below).
C. Quantitative Analysis: New location nroiect?:
sMany of these roj will have
timulating effects since new growth tends to occur on otherwise undepveloects
d c growth-
d property a
the new road alignment. Therefore, these projects may result in cumu ative impacts to w water
quality. The overall process to deal with new location projects is to address these three questions in
sequence.
1 Is growth likely to be induced b the project? This may be indicated by projected land use
changes or by the purpose and need of the project (i.e. if the project is specifically planned
to stimulate growth). For instance, projects on new location near urban areas often have the
greatest potential for cumulative impacts since they provide improved access to previously
inaccessible sites.
2 Are existin uses of the water as reflected in the classification of the waters likely to be
impacted by the growth? The following descriptions (categories a, b and c) should help
clarify the answer to this question.
3 Are additional re lato measures needed? i.e. are there existing re lato programs
which can address these impacts For instance, the Phase II NPDES Stormwater Permit
Program addresses stormwater runoff from development as do riparian buffer rules in place
in several watersheds across the state. Finally in some cases, local governments already
have land use control programs in place that adequately address stormwater runoff. In
many cases, these programs should reduce or eliminate the need for additional regulatory
measures.
If the answers to all three questions of these questions are yes, then a quantitative analysis of
cumulative impact would be needed for the 401 Water Quality Certification. The following
information describes this process in more detail
a) Water Supply, HQW and ORW classifications -DWQ has several existing regulatory
programs that address cumulative impacts. Specifically, the Water Supply Protection
Program as well as the watershed-specific management plans for ORW and HQW watersheds
provides considerable protection from cumulative impact on downstream water quality. In
addition, DWQ often relies on other state permitting programs such as the Hi
Waters Best Management Practices developed by the Division of Land Resourc Qesa for
protection of water quality. DOT reports for these projects should describe and analyze these
existing programs for a particular project to determine if they sufficiently protect these
sensitive waters. In most cases, a narrative analysis based on the DOT/DENR SEPA report
with clear reference to these existing DWQ permitting program as well as a description of the
effectiveness of these programs in protecting water quality should be sufficient. However, if
DWQ staff determines that a project appears to have growth-stimulating effects and
downstream impacts that are not addressed by existing regulatory programs, then a
- quantitative analysis may be required.
b) Class C, B, SC and SB classifications - The potential for cumulative analysis from these
projects should be discussed utilizing the qualitative analysis described above for these
stream classifications. If significant potential for cumulative impact is identified (for instance
due to the presence of endangered aquatic species), then a quantitative analysis may be
required.
c) Impaired Waters (303 (d) listed Waters), SA (Commercial Shellfishing) and Trout
classification - These watersheds warrant special attention with respect to cumulative impact
analysis since there are often no existing regulatory programs of which adequately address
pollution sources for these waters. With respect to the impaired waters, the reported
parameter of concern and source (point versus non-point) of the contaminant should be
examined to determine if the new location road and any induced development are likely to
' These documents will need to be revised to explicitly refer to water quality-related
In the interim, DWQ believes that the procedures outlined in these documents will ormallysutffiice for cumulative pact
analysis for these projects.

further impact these waters. For instance, if the impaired water is listed as impacted for
dioxin from point sources, it is very unlikely that a new road and its associated development
would exacerbate the situation. In this case, a qualitative analysis of cumulative impacts will
usually suffice. However, for Trout and SA waters as well as impaired waters which are
impaired by pollutants likely increased by development (such as bacteria, nutrients or
sedimentation), then a detailed, quantitative analysis should be conducted by DOT to
determine 1) if cumulative impacts are likely and then (if impacts are predicted to occur) 2)
what pollution control measures will be needed and how they are to be implemented. This
analysis will often require watershed-level modeling using export coefficients, levels of
treatment for BMP's and comparison to numerical water quality standards or numeric water
quality goals. With respect to implementation, discussion with and commitment from local
governments may be needed to address these cumulative impacts.
II. Other publicly-funded development projects
Other publicly funded development projects may or may not result in cumulative impacts. For instance,
the development of a regional, public park or a new library is unlikely to result in cumulative impacts.
For these projects, a generic description similar to that described in step I A above should suffice.
However, other projects will likely result in cumulative impacts and therefore, then either a formal
qualitative cumulative impact analysis (see I B above) or (more rarely) a quantitative analysis (see I C
above) should be required of the applicant. Examples of projects in this later category would be projects
targeted to encourage development such as the Global TransPark and a county-funded industrial park.
DWQ staff should use their professional judgment to determine if a publicly funded project is likely to
result in cumulative impacts and would then need a quantitative analysis of this impact.
M. Private development projects
Privately funded development projects are normally not subject to SEPA or NEPA and therefore, only
rarely require formal environmental documentation. However, if these projects require 401 Water
Quality Certification or an Isolated Wetland Permit, then the cumulative impact provisions of these rules
are applicable.
Many private development projects are unlikely to cause cumulative impacts, including projects such as
urban in-fill, most residential subdivisions, and small commercial developments as well as agricultural
and silvicultural operations. However, some private projects may cause significant cumulative impacts
on water quality. Therefore if a 401 Water Quality Certification or Isolated Wetland Permit is required,
then either a qualitative or quantitative analysis of cumulative impact would be needed.
Some private development projects can clearly result in cumulative impact. Recent examples of this
effect include the Streets at South Point Mall in Durham and the Landfall development in Wilmington.
Often these developments are 1) relatively large, 2) involve commercial development, and 3) occur in
otherwise relatively undeveloped landscapes with an impact on regional growth patterns. When these or
similar characteristics are present with a private development project, then DWQ staff should use the
guidance outlined in Section I.C. above to determine if a quantitative analysis of cumulative impacts is
needed or whether a qualitative analysis will be sufficient.

D
MAY 1 2 2006
DENR - WATER QUALITY
AND ST(?MWATER B?ZWH
1
?1f
6
FED ?, B ZOQ6
Office Use Only:
CE n.-,U" Form Version March OS
USACE Action ID No. DWQ No.
err
?u ally yaiu%,utam nctu 15 nut appncame to tnis project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 39, and Buffer
Authorization
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Mr. Wilbur Jackson
Mailing Address: 3970 US 64 A
Nashville NC 27856
Telephone Number:(
,=) - 90J- qc fy3 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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: Wilbur Jackson Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 288000696531
4. Location
County: Nash Nearest Town: Momeyer
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): (Parcel address: 3700 US
64A) Site is located Northeast of the intersection of SR 1909 (Old County Home Rd) and US
Hwy 64 Alt. East of Momeyer, NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): UTM 17(WG584/NAD83 3984597N° 767592E°
6. Property size (acres): 62.14 Acres
7. Name of nearest receiving body of water: UT to Little Sapony Creek & Little Sapony Creek
C NSW Stream Index- (28-55-6-(0.6)) Sub Basin- 030302
8. River Basin: Tar-Pamlico River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at Imp:81i2o.ci?r.state:.rnc.usfadiiii?/?riaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: abandoned single family residence surrounded by
agricultural land and woodland and some sin leg family residences
Page 6 of 13
Describe the overall project in detail, including the type of equipment to be used:The overall
project is to create a 45-47 lot residential subdivision. Average lot size is approx. 1 acre.
There will be a stub out road toward the northwest section of the property for future
residential development. The subdivision will be built using, backhoe, graders bulldozers
and other equipment used in this type of construction. Manual labor will also be used to
minimize and avoid an impacts to streams, wetlands, and buffers.
10. Explain the purpose of the proposed work: create a45-47 lot 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. Michael Horan of DWQ, (Raleigh Regional Office met on site for a
buffer determination and pre-application meeting on 10110105.
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.
Possible future development proposed adjacent to the Northwest section of property (which will
be Phase III of Hinton Plantation). Future development will mimic proposed subdivision stated
in this application
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 13
1. Provide a written description of the proposed impacts: only impacts on site consist of (1)
stream crossing consisting, of 50 linear feet with inlet and outlet protection consisting of 20
linear feet (10 ft. of rip rap at each end)
2. Individually list wetland impacts. Types of 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.
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, lain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no (linear feet)
N/A N/A Bottomland 0
Hardwood/Riparian
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: Phase I= .48 ac
Phase II consists of 10.49 ac of wetlands (not sure on Phase III vet)
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact (linear feet) (acres)
Impact #1 UT to Sapony Road crossing Perennial 4 ft 70 linear ft. .006 ac
Creek Permanent
Total Stream Impact (by length and acreage) 70 linear ft. .006 ac
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean, etc. (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .006 ac
Wetland Impact (acres): 0
Open Water Impact (acres): N/A
Page 8 of 13
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 701n. ft.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area: NIA
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: Only one crossing for
proposed subdivision and crossing is less than 150 linear feet. Crossing will take place on a
straipt section to minimize stream and buffer impacts. A 30 ft. buffer will surround all stream
features subject to the Buffer Rule with the outer 20 ft. to be re-vegetated. The culvert used for
impact #1 will be buried 12 inches or less than 20% of the diameter of the pipe to provide
aquatic life passage., No curb and gutter will be used, only grass swales to provide better nutrient
removal.
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
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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 /ih2o.enr.state.nc.us;ncNvettands/strm -,ide.htiiil.
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.
Mitigation not required
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/,:,,m/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No X
Page 10 of 13
2. 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 X
3. 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
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A
NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify )? Yes X No ?
2. If "yes", 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" I Impact Required
rte,,,,- f. -"11 I Multiplier I
1 3000 sq.ft. 3 (2 for Catawba) N/A
2 2000 sq.ft 1.5 N/A
Total 5000 sq.ft N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A If buffer mitigation is required, the applicant
nronoses to either nav into EEP or provide buffer Restoration or Enhancement where buffers do not
exist within the same buffered basin.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
Page 11 of 13
demonstrating total proposed impervious level: %Impervious for proposed subdivision are as
follows: 2.64 ac (Roads) 1.94 ac (Single Family Dwellings) Minimum Sq. Footage for S/D is
1800 sg ft (60 ft X 30 ft) 64 ac (concrete driveways) and .345 ac (sheds 16 ft. X 20 ft.)
Total impervious for subdivision is 8.95% (approx 9%) All discharge points for road
drainage will be directed to a level spreader designed as to per DWO Guidelines, so that diffuse
flow will be achieved before entering the Tar- Pamlico Buffer.
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.
All Lots to have well and septic tank
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o.enr.state.nc.us/nc-,vetiands. If no, please provide a short narrative description:
Understandably impacts for all Phases will be counted cumulative when all Phases are finished
XV. 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).
N/.
Page 12 of 13
Applicant gent's Signature Date
(Agent's signature is valid only if an aut nation letter from the applicant is provided.)
Page 13 of 13
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47
•
Nash County Property Record Card
OWNERSHIP 09302005 15079 307 (PROPERTY DESCRIPTION ITAX SUBDIVISIONS IMAP NUMBER CARD NO
JACKSON WILBUR V IAC 1H PT 2 J L HINTON 1MANNINGS TWP 1288000696531 1
(TRACT 3070 (RECORD NUMBER:. 9234
3970 US 64 A IG9 3, 62 14 ACM 2 J L HINTON IMOMEYER FIRE DISTRI (ROUTE 28800008106
NASHVILLE NC 27856 1 1 ILISTER:01062000B
DEED:2157 540 07152005 186000-9913700 US 64A I (REVIEW:
•••••••• 38 ......... ITOPO (STREET (UTILITY (ZONING 62.14 ACRES NBHD
L (LEVEL IHVY TRFCIWELL 0206

4 (ROLLING 1 (SEPTIC I NOTES:HOUSE BUILT IN 1885
1 1 IELECTRICI
2 I#ILAND CLASS I SIZE IBASERATE*FRNT*DPTH*ADJ=ADJRATE*UNITS=LND-VALUE
4 D- 6...:
SNG FAML1 11140KHOMESITEI 1.OOAC1 135001 1 I
12142KROADFRNTI 4.62ACI 105001 0.36ACFI 1135001 1.001
I 37801 4
62 13500

0
2
13145Kw0oDLANDI 18.58AC1 57751 0.36ACF1 .
1
I 2079118.581 17464
38628
:
......28.....: 0 14144KOPENLANDI 10.51AC1 78751 0.36ACF1
5149KWASTELNDI 27.43AC 300
001 0
36ACF1 1 2835110.511
1108
00 29796

1 1
.
.
I .
127.431 2962
0 C- ILAND VALUE:
102350
ENCPORCH I#IOTHER FEAT I SIZE IBASERATE*COND =ADIRATE*UNITS=OFB-VALUE
....:28.....34........ 11-26 PACK HSE
12-26 PACK HSEI 01 I
I
1

1 I 0
1 2 1
6

•
A-
SNG FAML 1 I
181908TOBALOT-12805* 11 0.001 1
(OTHER VALUE
0.001 28051
0
: 0
6 IFNDATIONIXTRFNISHIROOFTYPEIROOFMTRLISIZE/QTY(
2 6 IBRICK (FRAME IDBLPITCHIMETAL 1 1
ICTWLWALLI

4
......24..... 11.00STHTI
I I I I I I
4 IWALLFNSHIFLOORS IHEAT&AIRIHEATFUELI I
@... 16..: 8 IDRY WALLISOFTWOODINONE 1 1 3 BDRMI
OPNPORCH.... 16..: 1FIBERBRDI 1
6 ROOM

B- 4 1
1 1
....... 32.......
I
UWCLL1NU LNVNIINL D U POOR CONDITION
DIMENSIONS:A-CU16L4U16R28D12R16D16L24D4L16 B-CU16L8D24R32U4R16U8L24D4L16 C-U16L4U16R12CUlOR28UlOR6D2OL34
D-U16L4U16R12UlOCR28UlOR10U14L38D24H
#ISTRUCTUREISKTCH-SF*STHT= AREA RATE*GRDF+HEAT+EXWL*WLHT=ADJRAT* AREA= RPCN* DEPF*CNDF=STR-VALUE
Al 1DSNG FAMLI 105611.001
1 1.00 BATH 1 10561 32.441 I
1 I I 132.441 10561 342571 0.101 I 3426
B185 OPNPORCHI 54411.001

ENCPOR
4
8 544
11.171 1 1 1 1911.01071 5441 600761 0.101 1 6190
08
CHI
0011.001 81211.001
DI
1 SNG 8121 316 2.441 1 001 1 1 16.421 32
10
441 80121 1 0 101 1 657
.
. 26341 0
.101 1 2634
1868HSF, 2812TSF RPCN- 40.23/HSF 75142 VALU- 4.02/HSF 7515
STRUCTURE VALUE: 7515
VALUATIONI VALUEIPREV-VAL.IP-N%I SALEIS-N%I TOTAL VALUE 109865
LAND I 1 1 1023501 790211129%1 I 1 1647LV/AC
OTHERFEATI I 1 01 50041 0%1071520051 1
STRUCTURE( I I 75151 173811 43%12157-5401 1 58TV/HSF
TOTAL i I I 1098651 1014061108%1 1860001 595v.1 99SP/HSF
APPRAISED-VALUE: 10
Page 1
littp://www. gis.co.nash. nc. us/cgi-binJnash/CreatePRC_2.pl?recNum=9234 10/19/200

i
RA

U.vle
Solomon Pond From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-48
of Rocky Mount CA
Reservoir, Tar River
Big Branch From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-49
of Rocky Mount CA
Reservoir, Tar River
Fishpond Branch From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-50
of Rocky Mount CA
Reservoir, Tar River
Sandy Cross From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-51
Community House of Rocky Mount CA
Branch Reservoir, Tar River
Bakers Spring From source to City WS-IV;IISW, 08/03/92 Tar-Pamlico 28-52
of Rocky Mount CA
Reservoir, Tar River
Holly Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-53
of Rocky Mount
Reservoir, Tar River
John Viverette From source to city WS-IV;NSW 08/03/92 Tar-Pamlico 28-54
Branch of Rocky Mount
Reservoir, Tar River
Sapony Creek From source to mouth of C;NSW 01/01/90 Tar-Pamlico 28-55-(1)
Gabe Branch
Hendricks Creek From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-2
Creek
Bear Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-3
Creek
Rose Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-4
Creek
Gabe Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-5
Creek
Henry Branch From source to Gabe C;NSW 01/01/90 Tar-Pamlico 28-55-5-1
Branch
Sapony Creek From mouth of Gabe WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-(5.5)
Branch to City of Rocky
Mount Reservoir, Tar
River
Little Sapony From source to a C;NSW 01/01/90 Tar-Pamlico 28-55-6-(0.3)
Creek point 0.6 mile
downstream of U.S. Hwy.
64
Little Sapony From a point 0.6 mile WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-6-(0.6)
Creek downstream of U.S. Hwy.
64 to Sapony Creek
Gin Branch From source to Little WS-IV;IISW 08/03/92 Tar-Pamlico 28-55-6-1
Sapony Creek
Peppermint Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-56
of Rocky Mount
Reservoir, Tar River
Page 4 of 8
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This map is prepared for the inventory
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jurisdiction, and is compiled from
recorded deeds, plats and other public
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hereby notified that the aforementioned
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should be consulted for verification of
10/7/2005
I Parcel Address: (222 W Washington SO

SiiE:ET NIJIMBER 1
iNASOi COl)NTY, iii?F2TH CAROLINA
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?• rs r Fprm Version March 05
'
USACE Action ID No. DWQ No. G 2 r' 3
k1L ally IJaItiGUlar Aem is not appucaote to tnts project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 39, and Buffer
Authorization
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Mr. Wilbur Jackson
Mailing Address: 3970 US 64 A
Nashville NC 27856
Telephone NumberZ2QJ - 9'03 - ±f , Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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: Wilbur Jackson Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 288000696531
4. Location
County: Nash Nearest Town: Momeyer
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): (Parcel address: 3700 US
64A) Site is located Northeast of the intersection of SR 1909 (Old County Home Rd) and US
Hwy 64 Alt. East of Momeyer, NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): UTM 17(WGS84/NAD83) 3984597N° 767592E°
6. Property size (acres): 62.14 Acres
7. Name of nearest receiving body of water: UT to Little Sapony Creek & Little Sapony Creek
C NSW Stream Index- (28-55-6-(0.6)) Sub Basin- 030302
8. River Basin: Tar-Pamlico River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h?o.ei?r.slate.n?.us; adi7?i,?/?Tlapsl.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: abandoned single family residence surrounded by
agricultural land and woodland and some single family residences
Page 6 of 13
Describe the overall project in detail, including the type of equipment to be used:The overall
project is to create a 45-47 lot residential subdivision. Average lot size is approx. 1 acre
There will be a stub out road toward the northwest section of the property for future
residential development. The subdivision will be built using backhoe graders bulldozers
and other equipment used in this type of construction. Manual labor will also be used to
minimize and avoid any impacts to streams wetlands and buffers
10. Explain the purpose of the proposed work: create a45-47 lot 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. Michael Horan of DWQ, (Raleigh Regional Office) met on site for a
buffer determination and pre-application meeting on 10/10105
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.
Possible future development proposed adjacent to the Northwest section of property (which will
be Phase III of Hinton Plantation). Future development will mimic proposed subdivision stated
in this application
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 13
1. Provide a written description of the proposed impacts: only impacts on site consist of (1)
stream crossiniz consisting of 50 linear feet with inlet and outlet protection consisting of 20
linear feet (10 ft. of rip rap at each end)
2. Individually list wetland impacts. Types of 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.
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (es/no) (linear feet)
N/A N/A Bottomland
0
Hardwood/Riparian
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: Phase I= .48 ac
Phase II consists of 10.49 ac of wetlands (not sure on Phase III yet)
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet) (acres)
Impact #1 UT to Sapony Road crossing Perennial 4 ft 70 linear ft. .006 ac
Creek Permanent
Total Stream Impact (by length and acreage) 70 linear ft. .006 ac
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean, etc. (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .006 ac
Wetland Impact (acres): 0
Open Water Impact (acres): N/A
Page 8 of 13
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 701n. ft.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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: Only one crossing for
proposed subdivision and crossing is less than 150 linear feet. Crossing will take place on a
straignt section to minimize stream and buffer impacts. A 30 ft. buffer will surround all stream
features subject to the Buffer Rule with the outer 20 ft. to be re-vegetated. The culvert used for
impact #1 will be buried 12 inches or less than 20% of the diameter of the pipe to provide
aquatic life passage., No curb and gutter will be used, only grass swales to provide better nutrient
removal.
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
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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;ncw_etlandsi'strm, ide.litml.
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.
Mitigation not required -
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp:/,%h2o.enr.statc.nc.its/N,.,rp/iiidex.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ? No X
Page 10 of 13
0
Applicant[Agent's Signature Date /
(Agent's signature is valid only if an aut zation letter from the applicant is provided.)
Page 13 of 13

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Nash County Property Record Card
OWNERSHIP 09302005 15079 307 (PROPERTY DESCRIPTION ITAX SUBDIVISIONS IMAP NUMBER CARD NO
JACKSON WILBUR V IAC 1H PT 2 J L HINTON IMANNINGS TWP 1288000696531 1
(TRACT 3070 1 (RECORD NUMBER:. 9234
3970 US 64 A IG9 3, 62 14 ACM 2 J L HINTON IMOMEYER FIRE DISTRI (ROUTE 28800008106
NASHVILLE NC 27856 1 I ILISTER:01062000B
DEED:2157 540 07152005 186000-9913700 US 64A I (REVIEW:
.........38......... ITOPO ISTREET (UTILITY (ZONING 62.14 ACRES
2
(LEVEL 1HVY TRFCIWELL
1 (ROLLING i ISEPTIC
4 1 I IELECTRIC
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6
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2 6
4 ......24.....
4
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........32.......
NOTES:HOUSE BUILT IN 1885
NBHD
0206
1#ILAND CLASS I SIZE IBASERATE*FRNT*DPTH*ADJ=ADJRATE*UNITS=LND-VALUE
11140KHOMESITEI 1.00AC1 135001 I I 1 135001 1.001 13500
12142KROADFRNTI 4.62ACI 105001 0.36ACF1 1 37801 4.621 17464
13145KWOODLANDI 18.58ACI 57751 0.36ACF1 1 2079118.581 38628
14144KOPENLANDI 10.51AC 7875 0.36ACFI 1 2835 10.511 29796
15149KWASTELNDI 27.43AC1 300.00' 0.36ACF1 1108.00 27.431 2962
ILAND VALUE: 102350
1#10THER FEAT I SIZE IBASERATE*COND =ADJRATE*UNITS=OFB-VALUE
I1-26 PACK HSEI OI 1 1 I 0
12-26 PACK HSEI 01 I
1
1
1
1
1
181908TOBALOT-12805* 11 0.001 1 0.001 28051 0
(OTHER VALUE: 0
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1CTWLWALLI 1 1 11.00STHT
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DRY WALLISOFTWOODINONE 1 1 3 BDRM
FIBERBRDJ 1 I I 6 ROOM
UWLLLINU LNVNIINL D U POOR CONDITION
DIMENSIONS:A-CU16L4U16R28D12R16D16L24D4L16 B-CU16L8D24R32U4R16U8L24D4L16 C-U16L4U16R12CUlOR28UlOR6D2OL34
D-ul6L4U16R12UlOCR28UlOR10U14L38024H
#ISTRUCTUREISKTCH-SF*STHT= AREA RATE*GRDF+HEAT+EXWL*WLHT=ADJRAT* AREA- RPCN* DEPF*CNDF=STR-VALUE
Al 1DSNG FAMLI 105611.001 10561 32.441 ( 1 1 1 32.441 10561 342571 0.101 1 3426
8185 OPNPORCHI 54411.001 5441 11.171 1 1 1 19001.1071 5441 600761 1 0.101 1
0
101 1 190
608
C186 ENCPORCHI 40011.001
DI 1 SNG FAMLI 81211.001 4001 16.421 1 1 1
8121 32.441 1 10
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1 32
441 400
8121 65681
26 .
0.101 1 657
. . 3411 0.101 1 2634
1868HSF, 2812TSF RPCN- 40.23/HSF 75142 VALU- 4.02/HSF 7515
STRUCTURE VALUE: 7515
VALUATION( VALUEIPREV-VAL.IP-N%l SALEIS-N%l TOTAL VALUE 109865
LAND I 1 1 1023501 790211129%I I I 1647LV/AC
OTHERFEATI I 1 01 50041 0%1071520051 1
STRUCTURE) 1 1 75151 173811 43%12157-5401 1 58Tv/HSF
TOTAL I 1 1 1098651 10140611087.1 1860001 59%1 99SP/HSF
APPRAISED-VALUE: 109865
Page 11
llttp://www.gis.co.nash.nc.us/cgi-bin/nash/CreatePRC_2.pl?recNum=9234 10/19/200
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Solomon Pond From source to city ;VS-IV;NSW, 06/03/92 Tar-Pamlico 28-48
of Rocky Mount CA
Reservoir, Tar River
Big Branch From source to City WS-IV;IISW, 08/03/92 Tar-Pamlico 28-49
of Rocky Mount CA
Reservoir, Tar River
Fishpond Branch From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-50
of Rocky Mount CA
Reservoir, Tar River
Sandy Cross From source to City WS-IV;IJSW, 08/03/92 Tar-Pamlico 28-51
Ccirmunity House of Pocky Mount CA
Branch Reservoir, Tar River
Bakers Spring From source to City WS-IV;PISW, 08/03/92 Tar-Pamlico 28-52
of Rocky Mount CA
Reservoir, Tar River
Holly Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-53
of Rocky Mount
Reservoir, Tar River
John Viverette From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-54
Branch of Rocky Mount
Reservoir, Tar River
Sapony Creek From source to mouth of C;NSW 01/01/90 Tar-Pamlico 28-55-(1)
Gabe Branch
Hendricks Creek From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-2
Creek
Bear Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-3
Creek
Rose Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-4
Creek
Gabe Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-5
Creek
Henry Branch From source to Gabe C;NSW 01/01/90 Tar-Pamlico 28-55-5-1
Branch
Sapony Creek From mouth of Gabe WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-(5.5)
Branch to City of Rocky
Mount Reservoir, Tar
River
Little Sapony From source to a C;NSW 01/01/90 Tar-Pamlico 28-55-6-(0.3)
Creek point 0.6 mile
downstream of U.S. Hwy.
64
Little Sapony From a point 0.6 mile WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-6-(0.6)
Creek downstream of U.S. Hwy.
64 to Sapony Creek
Gin Branch From source to Little WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-6-1
Sapony Creek
Peppermint Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-56
of Rocky Mount
Reservoir, Tar River
Page 4 of 8
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Parcel Number:
Parcel Owner: (Last First ex. Smith John)
Parcel Address: (222 W Washington St)
-v.gis.co,nash.nc.us/sdx/viewer.htm
Submit Parcel Query
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P u bI In ui S stem
I'c d-_r)L_-Y
' DISCLAIMER
_ Data Distribution
A rg eement
This map is prepared for the inventory
of real property found within this
jurisdiction, and is compiled trom
recorded deeds, plats and other public
records and data. Users of this map are
hereby notified that the aforementioned
public primary information sources
should be consulted for verification of
10/7/2005
SHLET P UIMIGER I
NASH Cot- MY, 1'10"Ri1i CAROLINA
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Office Use Only: Form Version March 05
;r{ s»r t !TY r
DE: I
USACE Action ID No. DWQ No.
k., auy Fauicuiar iLcru ?s nvt appucaoie to tnis project, please enter "loot Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 39, and Buffer
Authorization
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Mr. Wilbur Jackson
Mailing Address: 3970 US 64 A
Nashville NC 27856
Telephone Numberi(A5*-Jd7 -KYqJ Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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: Wilbur Jackson Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 288000696531
4. Location
County: Nash Nearest Town: Momeyer
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): (Parcel address: 3700 US
64A) Site is located Northeast of the intersection of SR 1909 (Old County Home Rd) and US
HwX 64 Alt. East of Momeyer, NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): UTM 17(WGS84/NAD83) 3984597NO 767592E°
6. Property size (acres): 62.14 Acres
7. Name of nearest receiving body of water: UT to Little Sapony Creek & Little Sapony Creek
C NSW Stream Index- (28-55-6-(0.6)) Sub Basin- 030302
8. River Basin:-Tar-Pamlico River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at 1ittl?:i; }??o.?nr.state.r?c.us/admighi laps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: abandoned single family residence surrounded by
agricultural land and woodland and some single family residences
Page 6 of 13
¦ 7
Describe the overall project in detail, including the type of equipment to be used:The overall
project is to create a 45-47 lot residential subdivision. Average lot size is approx 1 acre
There will be a stub out road toward the northwest section of the property for future
residential development. The subdivision will be built using backhoe graders bulldozers
and other equipment used in this type of construction. Manual labor will also be used to
minimize and avoid any impacts to streams, wetlands, and buffers.
10. Explain the purpose of the proposed work: create a 45-47 lot 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. Michael Horan of DWQ, (Raleigh Regional Office met on site for a
buffer determination and pre-application meeting on 10/10105.
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.
Possible future development proposed adjacent to the Northwest section of property (which will
be Phase III of Hinton Plantation). Future development will mimic proposed subdivision stated
in this application
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 13
1. Provide a written description of the proposed impacts: only impacts on site consist of (1)
stream crossing consisting of 50 linear feet with inlet and outlet protection consisting of 20
linear feet (10 ft. of rip rap at each end)
2. Individually list wetland impacts. Types of 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.
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no (linear feet)
N/A N/A Bottomland 0
Hardwood/Riparian
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: Phase I= .48 ac
Phase II consists of 10.49 ac of wetlands (not sure on Phase III vet)
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet (acres)
Impact #1 UT to Sapony Road crossing Perennial 4 ft 70 linear ft. .006 ac
Creek Permanent
Total Stream Impact (by length and acreage) 70 linear ft. .006 ac
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean, etc. (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .006 ac
Wetland Impact (acres): 0
Open Water Impact (acres): NIA
Page 8 of 13
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 701n. ft.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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: Only one crossing for
proposed subdivision and crossing is less than 150 linear feet. Crossing will take place on a
straignt section to minimize stream and buffer impacts. A 30 ft. buffer will surround all stream
features subject to the Buffer Rule with the outer 20 ft. to be re-vegetated. The culvert used for
impact #1 will be buried 12 inches or less than 20% of the diameter of the pipe to provide
aquatic life passage., No curb and gutter will be used, only grass swales to provide better nutrient
removal.
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
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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
littp://h2o.enr state._nc,.Lis/''nc«?etlatids/strm.t?-ide.litmi.
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.
Mitigation not required
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.st ite.nc.us/,, rp!inde .htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No X
Page 10 of 13
2. 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 X
X.
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A
NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify )? Yes X No ?
2. If "yes", 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
Mitigation
1 3000 sq.ft. 3 (2 for Catawba) N/A
2 2000 sq.ft 1.5 N/A
Total 5000 sq.ft N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A If buffer mitigation is required, the applicant
nronoses to either nav into EEP or provide buffer Restoration or Enhancement where buffers do not
exist within the same buffered basin.
Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
Page I 1 of 13
demonstrating total proposed impervious level: %Impervious for proposed subdivision are as
follows: 2.64 ac (Roads) 1.94 ac (Single Family Dwellings) Minimum Sq. Footage for S/D is
1800 sg ft (60 ft X 30 ft) 64 ac (concrete driveways) and .345 ac (sheds 16 ft. X 20 ft.)
Total impervious for subdivision is 8.95% (approx 9%) All discharge points for road
drainage will be directed to a level spreader designed as to per DWQ Guidelines, so that diffuse
flow will be achieved before enterin the Tar- Pamlico Buffer.
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.
All Lots to have well and septic tank --
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//l12o.enr.statL.nc.us/ncivetlands. If no, please provide a short narrative description:
Understandably impacts for all Phases will be counted cumulative when all Phases are finished
XV. 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).
N/A
Page 12 of 13

0
Applicantfx ent's Signature Date
(Agent's signature is valid only if an aut zation letter from the applicant is provided.)
Page 13 of 13
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Nash County Property Record Card
OWNERSHIP 09302005 15079 307 (PROPERTY DESCRIPTION ITAX SUBDIVISIONS IMAP NUMBER CARD NO
JACKSON WILBUR V IAC 1H PT 2 J L HINTON IMANNINGS TWP 1288000696531 1
ITRACT 3070 1 (RECORD NUMBER:. 9234
3970 us 64 A 1G9 3, 62 14 ACM 2 J L HINTON IMOMEYER FIRE DISTRI IROUTE 28800008106
NASHVILLE NC 27856 I 1* ILISTER:010620006
DEED:2157 540 07152005 186000-9913700 US 64A I IREVIEW:
.........38......... ITOPO ISTREET (UTILITY (ZONING 62.14 ACRES NBHD
(LEVEL 1HVY TRFCIWELL I 0206
1 IROLLING I (SEPTIC I NOTES:HOUSE BUILT IN 1885
4 1 1 1ELECTRICI
2 I#ILAND CLASS I SIZE (BASERATE*FRNT*DPTH*ADJ=ADJRATE*UNITS=LND-VALUE
4 D- .6...: 11140KHoMESiTEI 1,OOAC1 135001 I I 1135001 1,001 13500
SNG FAMLS 12142KROADFRNTI 4.62AC1 105001 0.36ACFI 1 37801 4.621 17464
0 13145KWOODLANDI 18.58AC1 57751 0.36ACF1 1 2079118.581 38628
: 2 14144KOPENLANDI 10.51AC 78751 0.36ACF1 1 2835110.511 29796
......28.....: 0 I5149KWASTELNDI 27.43ACI 300.001 0.36ACFI 1108.00127.431 2962
1
0 C- ILAND VALUE: 102350
ENCPORCH 1#10THER FEAT 1 SIZE (BASERATE*COND =ADJRATE*UNITS=OFB-VALUE
:28.....34........ I1-26 PACK HSEI 01 1 I I I 0
12-26 PACK HSEI 01 1 I 1 I 0
1 I
1 2 1
6 1
...16... I
A- 18190BTOBALOT-12805* 11 0.001 I 0.001 28051 0
SNG FAML 1 (OTHER VALUE: 0
6 IFNDATIONIXTRFNISHIROOFTYPEIROOFMTRLISIZE/QTYI
(BRICK 1FRAME (DBLPITCHIMETAL 1 1
2 6 ICTWLWALLI I I 11.00STHTI
4 ......24..... I I I I I I
4 IWALLFNSHIFLOORS IHEAT&AIRIHEATFUELI I
@...16..: 8 IDRY WALLISOFTWOODINONE I I 3 BDRMI
OPNPORCH.... 16..: IFIBERBRDI I 1 1 6 ROOMI
B- 4 1 1 1 1 1 1
DWELLING CNVNTINL D 0 POOR CONDITION
DIMENSIONS:A-CU16L4U16R28D12R16D16L24D4L16 B-CU16L8D24R32U4R16U8L24D4L16 C-U16L4U16R12CUlOR28UlOR6D2OL34
D-U16L4U16R12UlOCR28UlOR10U14L38D24H
#ISTRUCTUREISKTCH-SF*STHT= AREA RATE*GRDF+HEAT+EXWL*WL HT=ADJRAT* AREA= RPCN* DEPF*CNDF=STR-VALUE
Al 1DSNG FAMLI 105611.001 10561 32.441 1 1 1 1 32.441 10561 342571 0.101 1 3426
1 1.00 BATH I I I I I I I 1 1900.001 1 19001 0.101 1 190
8185 OPNPORCHI 54411.001 5441 11.171 1 1 1 1 11.171 5441 60761 0.101 1 608
C186 ENCPORCHI 40011.001 4001 16.421 1 1 1 1 16.421 4001 65681 0.101 1 657
DI 1 SNG FAMLI 81211.001 8121 32.441 1 10.001 1 32.441 8121 263411 0.101 1 2634
1868HSF, 2812TSF RPCN- 40.23/HSF 75142 VALU- 4.02/HSF 7515
STRUCTURE VALUE: 7515
VALUATION( VALUEIPREV-VAL.IP-N%1 SALEIS-N%1 TOTAL VALUE 109865
LAND I I 1 1023501 790211129%1 1 1 1647LV/AC
OTHERFEATI I 1 01 50041 0%1071520051 1
STRUCTURE( 1 1 75151 173811 43%12157-5401 1 58TV/HSF
TOTAL I 1 1 1098651 1014061108;01 1860001 59%1 99SP/HSF
APPRAISED-VALUE: lUU60)
Page 1
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FE8 2 1 2006

Office Use Only: Form Version March 05
?0uu0273
USACE Action ID No. DWQ No.
7 r?===VYAi ..X 1a 11V1 aYyncauic w uns project, ptease enter Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 39. and Buffer
Authorization
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Mr. Wilbur Jackson
Mailing Address: 3970 US 64 A
Nashville NC 27856
Telephone Number-Odng1- ? 03 `l? Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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: Wilbur Jackson Property
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 288000696531
4. Location
County: Nash Nearest Town: Momeyer
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): (Parcel address: 3700 US
64A) Site is located Northeast of the intersection of SR 1909 (Old County Home Rd) and US
Hwy 64 Alt. East of Momeyer, NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): UTM 17(WGS84/NAD83) 3984597NO 767592E°
6. Property size (acres): 62.14 Acres
7. Name of nearest receiving body of water: UT to Little Sapony Creek & Little Sapony Creek
C NSW Stream Index- (28-55-6-(0.6))Sub Basin- 030302
8. River Basin: Tar-Pamlico River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at Iiup://1i2o.enr.state.rnc.us/aamin/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: abandoned single family residence surrounded by
agricultural land and woodland and some single family residences
Page 6 of 13
Describe the overall project in detail, including the type of equipment to be used:The overall
project is to create a 45-47 lot residential subdivision. Average lot size is approx. 1 acre.
There will be a stub out road toward the northwest section of the property for future
residential development. The subdivision will be built using, backhoe, graders, bulldozers
and other equipment used in this type of construction. Manual labor will also be used to
minimize and avoid any impacts to streams, wetlands, and buffers.
10. Explain the purpose of the proposed work: create a 45-47 lot 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. Michael Horan of DWQ (Raleigh Regional Office) met on site for a
buffer determination and pre-application meeting on 10110105.
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.
Possible future development proposed adjacent to the Northwest section of property (which will
be Phase III of Hinton Plantation). Future development will mimic proposed subdivision stated
in this gpplication
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 13
1. Provide a written description of the proposed impacts: only impacts on site consist of (1)
stream crossing consistiniz of 50 linear feet with inlet and outlet protection consisting of 20
linear feet (10 ft. of rip rap at each end)
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
N/A N/A Bottomland
0
Hardwood/Riparian
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: Phase I= .48 ac
Phase II consists of 10.49 ac of wetlands (not sure on Phase III yeeo
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma Before Impact linear feet) (acres)
Impact # 1 UT to Sapony
Creek Road crossing
Permanent Perennial 4 ft 70 linear ft. _006 ac
Total Stream Impact (by length and acreage) 70 linear ft. .006 ac
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc.) (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 006 ac
Wetland Impact (acres): 0
O en Water Impact (acres): N/A
Page 8 of 13
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 701n. ft.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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: Only one crossing for
proposed subdivision and crossing is less than 150 linear feet. Crossing will take place on a
straignt section to minimize stream and buffer impacts A 30 ft. buffer will surround all stream
features subject to the Buffer Rule with the outer 20 ft to be re-vegetated. The culvert used for
impact #1 will be buried 12 inches or less than 20% of the diameter of the pipe to provide
Muatic life passage No curb and gutter will be used only grass swales to provide better nutrient
removal.
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
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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
1_ittp://1i2o.enr.state. ne.its_hicwetlands/strmgid .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.
Mitigation not required
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.ennstate.nc.us/wrp/ind-,x.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ? No X
Page 10 of 13
2. 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 X
3. 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
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A
NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify J? Yes X No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3000 sq.ft. 3 (2 for Catawba) N/A
2 2000 sq.ft 1.5 N/A
Total 5000 sq.ft N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A If buffer mitigation is required, the applicant
oronoses to either Pav into EEP or movide_buffer Restoration or Enhancement where buffers do not
exist within the same buffered basin.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
Page 11 of 13
demonstrating total proposed impervious level: %Impervious for proposed subdivision are as
follows 2.64 ac (Roads) 1.94 ac (Single Family Dwellings) Minimum Sq. Footage for S/D is
1800 sq ft (60 ft X 30 ft) 64 ac (concrete driveways) and 345 ac (sheds 16 ft. X 20 ft.)
Total impervious for subdivision is 8.95% (approx 9%) All discharge points for road
drainage will be directed to a level treader designed as to per DWO Guidelines so that diffuse
flow will be achieved before entering the Tar- Pamlico Buffer.
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.
All Lots to have well and septic tank
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
ht E.1 h2o.enr.state.ne.us/newetIands. If no, please provide a short narrative description:
Understandably impacts for all Phases will be counted cumulative when all Phases are finished
XV. 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).
N/A
Page 12 of 13
ApplicantlAgent's Signature Date /
(Agent's signature is valid only if an aut zation letter from the applicant is provided.)
Page 13 of 13

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Nash County Property Record Card
OWNERSHIP 09302005 15079 307 (PROPERTY DESCRIPTION ITAX SUBDIVISIONS IMAP NUMBER CARD NO Page 1
JACKSON WILBUR V IAC 1H PT 2 3 L HINTON IMANNINGS TWP
TRACT 3070 1 1288000696531
I TRACT 3970 US 64 A IG9 3, 62 14 ACM 2 3 L HINTON IRECORD NUMBER:. 9234
NASHVILLE NC 27856 IMOMEYER FIRE OISTRI (ROUTE 28800008106
DEED:2157 540 07152005 186000-9913700 US 64A 1 ILISTER:010620006
(REVIEW:
•••.•..•.38.....•... ITOPO ISTREET (UTILITY IZONING 62.14 ACRES
NBHD
i ILEVEL IHVY TRFCIWELL 1 0206
(ROLLING I ISEPTIC I NOTES:HOUSE BUILT IN 1885
4 1 1 IELECTRICI
2 1#ILAND CLASS I SIZE IBASERATE*FRNT*DPTH*AD3=AD3RATE*UNITS=LND-VALUE
4 D- 6...: 11140KHOMESITEI 1.00AC1 135001 I I 1135001 1.001 13500
SNG FAML1 12142KROADFRNTI 4.62AC1 105001 036ACFI 1 37801 4.621 17464
0 13145KWOODLANDI 18.58AC1 57751 0:36ACFI 1 2079118.581 38628
: 2 14144KOPENLANDI 10.51ACI 78751 0.36ACFI 1 2835 10.511 29796
....••28'••••: 0 15149KWASTELNDI 27.43AC 300.00 0.36ACF1 1108.00127.431 2962
1
0 C' ILAND VALUE:
102350
ENCPORCH I#IOTHER FEAT I SIZE IBASERATE*COND =ADIRATE*UNITS=OFB-VALUE
:28.....34........ I1-26 PACK HSEI 00j 1 I I 1 0
12-26 PACK HSE 1 0
6
1
• ....16... 1
SNG FAML 1 18190BTOBALOT-12805* 11 0.001 1 0.001 28051 0
(OTHER VALUE: 0
6 IFNDATIONIXTRFNISHIROOFTYPEIROOFMTRLISIZE/QTYI
1 IBRICK (FRAME IDBLPITCHIMETAL
2 6 ICTWLWALLI I I 11.00STHTI
..24..... I I
4 IWALLFNSHIFLOORS IHEAT&AIRIHEATFUELI I
@...16..: 8 IDRY WALL150FTWOODINONE 1 1 3 BDRMI
OPNPORCH.... 16..: IFIBERBRDI I 1 1 6 ROOMI
e- 4 I I I 1 I I
.......32....... i
DWELLING CNVNTINL D 0 POOR CONDITION
DIMENSIONS:A-CU16L4U16R28012R16D16L24D4L16 B-CU16L8D24R32U4R16U8L24D4L16 C-U16L4U16R12CUlOR28UIOR6D2OL34
D-U16L4U16R12UlOCR28UlOR10U14L38D24H
#ISTRUCTUREISKTCH-SF*STHT= AREA RATE*GRDF+HEAT+EXWL*WLHT=AD3RAT* AREA= RPCN* DEPF*CNDF=STR-VALUE
Al 1DSNG FAML( 105611.001
1 1.00 BATH
1 I I ( 10 561

I 32.441
I I I
132.441
10561
342571
0.101 I
3426

B185 OPNPORCHI 54411.001
8 P

1
5441

400 I I I I
11.171 1 1 1

16 42 1900.001
1 11.171 I
5441 19001
60761 0.101 1
0

.101 I 190

08
DI1 SNG?AMLI 81211.00 8121 32.44 1 10.00
1 1 1 16.421
1 32.44 4001
812 65681
263411 0.101 1
0.10) 1 657
2634
1868HSF, 2812TSF RPCN- 40.23/HSF 75142 VALU- 4.02/HSF 7515
STRUCTURE VALUE: 7515
VALUATIONI VALUEIPREV-VAL.IP-N%i SALEIS-N%I TOTAL VALUE 109865
LAND I 1 I 1023501 790211129%1 1 1 1647LV/AC
OTHERFEATI I 1 01 50041 0%1071520051 1
STRUCTUREI 1 1 75151 173811 43%12157-5401 1 58TV/HSF
TOTAL i 1 1 1098651 1014061108%1 1860001 59%1 99SP/HSF
APPRAISED-VALUE: 109
http://www.gis.co.nash.nc.us/egi-binJnash/CreatePRC_2.pl?recNum=9234 10/19/200 1
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Solomon Pond From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-48
of Rocky Mount CA
Reservoir, Tar River
Big Branch From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-49
of Rocky Mount CA
Reservoir, Tar River
Fishpond Branch From source to City WS-IV;NSW, 08/03/92 Tar-Pamlico 28-50
of Rocky Mount CA
Reservoir, Tar River
Sandy Cross From source to City WS-IV;PISW, 08/03/92 Tar-Pamlico 28-51
Ccmmunity House of Pocky Mount CA
Branch Reservoir, Tar River
Bakers Spring From source to City WS-IV;IISW, 08/03/92 Tar-Pamlico 28-52
of Rocky Mount CA
Reservoir, Tar River
Holly Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-53
of Rocky Mount
Reservoir, Tar River
John Viverette From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-54
Branch of Rocky Mount
Reservoir, Tar River
Sapony Creek From source to mouth of C;NSW 01/01/90 Tar-Pamlico 28-55-(1)
Gabe Branch
Hendricks Creek From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-2
Creek
Bear Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-3
Creek
Rose Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-4
Creek
Gabe Branch From source to Sapony C;NSW 01/01/90 Tar-Pamlico 28-55-5
Creek
Henry Branch From source to Gabe C;NSW 01/01/90 Tar-Pamlico 28-55-5-1
Branch
Sapony Creek From mouth of Gabe WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-(5.5)
Branch to City of Rocky
Mount Reservoir, Tar
River
Little Sapony From source to a C;NSW 01/01/90 Tar-Pamlico 28-55-6-(0.3)
Creek point 0.6 mile
downstream of U.S. Hwy.
64
Little Sapony From a point 0.6 mile WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-6-(0.6)
Creek downstream of U.S. Hwy.
64 to Sapony Creek
Gin Branch From source to Little WS-IV;NSW 08/03/92 Tar-Pamlico 28-55-6-1
Sapony Creek
Peppermint Branch From source to City WS-IV;NSW 08/03/92 Tar-Pamlico 28-56
of Rocky Mount
Reservoir, Tar River
Page 4 of R
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Data Distribution
A rq eement
Parcel Owner: (Last First ex. Smith John)
-v.gis.co,nash.nc.us/sdx/viewer.htm
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This map is prepared for the inventory
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should be consulted for verification of
10/7/2005
I Parcel address: (322 W Washington St)
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SHEET NUNIGER 1
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th „? ? .'r- t ? f t r t S
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CERTIFIED MAIL
Wilbur Jackson
3970 US 64A
Nashville, NC 27856
Subject: Hinton Plantation
Application Fee Payment
Dear Mr. Jackson:

MAR 1 2006
LEhR - YOATER QUALITY
WET WOS AND 3TC; .?,XNATER fiVNCH
Alan W. Klimek, P.E. Director
Division of Water Quality
February 22, 2006
Nash County
DWQ # 06-0273
On February 21, 2006 the Wetlands/401 Unit of the Division of Water Quality received your permit application
for Hinton Plantation. Your project has been place on hold for the following reasons:
1. Include the appropriate fee
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a
fee for all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland
and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet
of streams, the fee is $475. The Hinton Plantation project reflects 70 linear feet of perennial stream impact. In
order for DWQ to begin review and process your request, you must send a check in the appropriate amount made
payable to the N.C. Division of Water Quality. Please reference the above DWQ # in all future correspondence.
If you have any questions regarding this letter please do not hesitate to call Ian McMillan or me at [phone].
Sincerely,
G
Cynd1 Karoly
Wetlands/401 Unit
CBK/l d
cc: Ted Hopkins, Civiltek Land Surveying, 602 East Nash St, Spring Hope, NC 27882
File copy
Central Files
06-0273 Hinton Plantation(Nash)_hold for fee
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://www.newaterquality.org
One
Np
?r hnCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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CERTIFIED MAIL
Wilbur Jackson
3970 US 64A
Nashville, NC 27856
Subject: Hinton Plantation
Application Fee Payment
Dear Mr. Jackson:
Alan W. Klimek, P.E. Director
Division of Water Quality
February 22, 2006
Nash County
DWQ # 06-0273
On February 21, 2006 the Wetlands/401 Unit of the Division of Water Quality received your permit application
for Hinton Plantation. Your project has been place on hold for the following reasons:
1. Include the appropriate fee
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a
fee for all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland
and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet
of streams, the fee is $475. The Hinton Plantation project reflects 70 linear feet of perennial stream impact. In
order for DWQ to begin review and process your request, you must send a check in the appropriate amount made
payable to the N.C. Division of Water Quality. Please reference the above DWQ # in all future correspondence.
If you have any questions regarding this letter please do not hesitate to call Ian McMillan or me at [phone].
Sincerely, `- "--V
Cyndl Karoly
Wetlands/401 Unit
CBK/ jd
cc: Ted Hopkins, Civiltek Land Surveying, 602 East Nash St, Spring Hope, NC 27882
File copy
Central Files
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
06-0273 Hinton Plantation(Nash)_hold for fee
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://www.ncwaterquality.org
One
Np
i Carolina
Ntumlly
An Equal Opportunity/Affirmative Action Employer - 501/6 Recycledtl0% Post Consumer Paper
DWQ# 06 -o-2-,73

Plan Detail Incomplete
Date i'- to - y U A 3
? Please provide a location map for the project.
Who Reviewed:
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. oat,
Please show all wetland impacts including fill slopes on the site plan. Yl_? ?I
Please indicate all buffer impacts on the site plan. J//?/? roC? ??i f? Please indicate proposed lot layout as overlays on the site plan. , ? A r..C1 y''J -i
ettr r ?_??-o? ?
Please indicate the location of the protected buffers as overlays on the site plan. o r 3
? 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 stormwate? outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
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 I 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, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD:
Mitigation
? 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.
DWQ# O l0 0 2-13 Date 313 / o U s ` Who Reviewed:
Plan Detail Incomplete
Please provide a location map for the project. S C YW,yoS to 4?? tZ C1 11? ta-J
? 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. YY1q? kh r t o,. -J P'W C
? Please indicate all buffer impacts on the site plan. 'j1 h C-t i?' L r nQ 4 11-C/
? Please indicate proposed lot layout as overlays on the site plan. N aVA yl a ?? ?a W hod- ( -?
? Please indicate the location of the protected buffers as overlays on the site plan. ??'1 ?'? r+" ''t rn °?? ' 3
? 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
C
AV -
P
? Please specify the percent of project imperviousness area based on the estimated built-out co/ditions
l CL / ? a
? Please indicate all stormwater outfalls on the site plan.
?- %„
Please indicate the diffuse flow provisi measures on Je ite plan. t Ve-i
Please indicate whether or not the proposed mpacts already been con Avoidance and/or Minimization Not Provided Y ? The labeled as on
the plans does not appear to be necessary. Please eliminate ovide 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.

??Z .1,
? 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, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing , via email to [e-mail] and CD.
Mitigation
? 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.
L'
? Please indicate which 404 Permit the USACE would use tq wothorize this project.
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MapQuest: Maps
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Momeyer NC
US
Notes:
Hinton Plantation Subdiv
-Mr. Wilbur Jackson
[phone]
MAhVSSTe;
Earl Rid
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Ali_ rights reserved.. Use Subect to Ucense/Copy_right
This map is informational only. No representation Is made or warranty given as to Its content. User assumes all
risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use.
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
?1, . o
`l Sender: Please print your name, address, and ZIP fin th
r??
r?.
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
C: tj ??•.`. l££F£3t££:f£li£i?i£££?!££1?£jil???£IFI?£?££I!££!£!???££££?!I?£
¦ Complete items 1, 2, and 3. Also complete A. Spina
Item 4 if Restricted Delivery is desired. X /A 7- ?
¦ Print your name and address on the reverse _ 6"ell ''
so that we can return the card to you. B. `Receive by P ted Name C. D e
¦ Attach this card to the back of the mailpiece,
or on the front If space permits. v.. --? SIR _
1. Article Addressed to:
Mr. Wilbur Jackson
3970 U.S. 64-A
Nashville,NC 27856
1 DWQ# 06-0273-Nash
D.. Is delivery address
If YES, enter deliw
t0
r-°r
. Service Type
Oterrifled Mall ? Express Mail
? Registered .W"Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7005 1160 0000 9954 5774
(Transfer from service labeq
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1 540
UNITED STATgW'akt RCI1tE ?4s asiiwa
.. P . G-10
p yi i,,,. w`''',:yPFl .:5..?L..
'.? First-Class'1fA?
USPS
• Sender: Please print your name, address, and ZIP?FT iri this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
f.-==?__? (?:it?fls?,itllsii,??,f,?1,:??1,?1,1r?it?t[??tt?s?iif?=?irll?j
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Wilbur Jackson
3970 US 64A
Nashville, NC 27856
C(.p io 27 3
rvask
A.
X? Agent
Addressee
8. Received by (P nt Name) C. Date of Delivery
ca, / v iG c' t
D..Is delivery address different fronvitem 1? .'? Yes
If YES, enter delivery address below: J No
Service
jXCerB ali ? Express mail
? Regi red 0 Return Receipt for Merchandise
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number I 7005 1,160 0000 9954 9475
(Transfer from sen
PS Form 3811, February 2004 Domestic Return Receipt 102595-o2-M-1540 1
¦ Complete items 1, 2, and 3. Also complete A. Sig tur
item 4 if Restricted Delivery is desired. g
III Print your name and address on the reverse ? Ad
so that we can return the card to you. ceived by (P t Name) C
¦ Attach this card to the back of the mailpiece,
or on the front if space permits. X
Is delivery address different from Item Y
1. Article Addressed to: If YES, enter delivery address below) ? No
u
Mr. Wilbur Jackson
3970 U
S
64
A
.
.
-
Nashville,NC 27856 3. Service Type

D WQ# 06-0273
N
h ? Certified Mail ? Express Mail
-
as ? Registered ? Return Receipt for Merchandise
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service labeq
7005 1160 0000
9954 9628
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE .
30065, TS V
r.a?a
• Sender: Please print your name, address, and ZIP-+-4-in-this box
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
# # ## # ! # ! # i # # 3# ## # ## !I
r S}I} :j #ii#d##i!?#e?#i??#?i?:!??#?i#ii?it?#i#Iiiei##?i i#?#!i??ii##3
~
ISS • IRON STAKE SET N O
EIS o EXISTING IRON STAKE __J p.8. 33 PG. 50 PKS ~ PK NAIL SET O
EPK ®EXISTING PK NAIL N
PP'O., POWER POLE R/W RIGHT OF WAY C ~ ~
RRS • RAILROAD SPIKE 5ET f~
ERR c EX.RAILROAD SPIKE NLS ~ NAIL SET l~~/~ ~ ~ V1 ~ D i-.
OHE OVERHEAD ELECTRIC N C N
CP >n COMPUTED POINT 0 N .N u
MOH, v GRID MONUMENT
CMP CORRUGATED METAL PIPE PED ®PHONE PEDISTAL
1]
rwvr~ WOOD LINE 7 ~ N
n 1 ~ F- ~
NaC 501 L TYPE W ~ L07 28 ~ W ~
WILBUR V, JACKSON ~ N
_ - _ SOIL DIVI51ON LINE D.B. 2130 PG. 208 ~ i~- ~ v ~ ' LOT B . ~ - U
PROPOSED EDGE OF PAVEMENT WILBUR V, JAGK5ON P.B. 32 PG. 2ql Z
. _ _ ~ PROPOSED RIGHT-OF-WAY D.B. 2130 PG. 208 22+/- ACRES REMAINS = ~ ~
BUILDING SET BACK LOt B P,B. 32 PG. 291 . pul.+ C Q LJ Z D.
. _ .CREEK 22+/- ACRES REMAINS ~ ~ O
L ~ S
- . -WETLAND BOUNDARY '1.23 ~ ~ 3a ~ a~ wZ
~O~A ~ - - - - _ PROPOSED CENTER LINE ~ ~ ~ 110 N ~
`20 ~ _ _ -EXISTING RIGHT-OF-WAY WILBUR V, JACKSON tJ16~22 ` 2 O d co ~
D,B. 2130 PG. 208 Gg t a ~ W
ADJOINING PROPERTY LINE LOT B lA~~ ~ W P.B. 32 PG. 291 - - ~ ti o ~
'1~ - ~ ~ N 2 _ - , ~ LOT 22 ~4 11~ Copyright©, 2006
' ~ T I 34,899 sq, ft. t~ A ~ LO 2 ~ '1St AS ~ ~ u~e~ nte0.R~en0.ed~ e P ~~a~~nan a uee `,,a/ g
~ d ` ~ 33,010 sq, ft. ` ~ l"~ 12(~ of the content of thle document, a ~ oddltlone or deletions to thle document,
" P\' ~ 0.75 cres I ~ ~ ~ .G,tt~ ~ fn whole or In port, without written con- iC~ sent of CINLIEH ASSOCIATES, P.A., is ~~q~:~, \ PROHi~tEO.
ZACHARY HINTON 'COQ ~ ` t11g1''` D.B. 615 PG. 41 ~ ~ 105 / SOS ~ \ \ \
D.B. 615 PG. 18q ~ A~ a ~ ` ~ ~ ~ , TEMP,
LOT G ~ \3 ~ s P,B. 32 PG. 2ql t~ ~ ~ ~ v \ \ tis CUL-DE-SAQ s \ ` \ v. \ r~,
_ ~ ~ ~ ~ S~ 0~` ~ ~ LOT 27 6, `~i,
a ~ \ tis 38,830 sq, Ft F
EXISTIN ~ ~ d4 I u G LOT 20 > '
TIE LINE TO PK I 30 CMP 104 244 A ` _ - I . sq, ft. ~ ~ F NAIL SET IN INTERSECTION I LOT 23 ~ \ PHASE III % \ ~ N0132 42 W
'r EXISTING ~ 2.~-q-s~c~~ - t~ ~ ` U.S. 64 ALT. ~ S.R. IgOq. I ~ 43 924 ft. , I I A M A i ` r ~ 2 I I F R P TH ~ I ` 1.00 Acres s V A AV t A / • O (/~~Q C ~
I I ' ~ ~ w - ~ v v v > ~ ~ ~g150 ( \
A HA H HI I ~ ' ~ ~ ` - I Z C RY NTON I ~ I v ~ 0\ LOT 26 v ~ / G ~ t ` ~ ` bq - v v \ ~o, ~ 46,813 sq, ft. \ - 9 \ \
y D,B. 615 PG. 41 I \ ` ~ ~ ~ 2 ~ ~ ~y o A I D.B. 615 PG. 189 ~ 1 I , ~ ~ Sao ` , a23 S \ ~ \ ~ S A A i t A 1\ ~ 1.07 Acres V A i' ~ ' ~ \ ~ 2, ~ ~
.S ZACHARY H, HINTON I LOT A q!o \3 ~ ~ ~ ~ , ~ ~ ~ v ~ ~i v v \ •rJ i' \ \ C A t ~ ~ N
I I I P.B. 32 P 291 ~ ~ ~ ~ ~ ~ D.B. 6 5 PG. 4 I G , LOt 24 ' D,B. 615 PG. 189 I " ~ ~ ~ ~ ` ~ ' ~ \ ~ 0 ~ q
~ I ~~00 LOT 19 ! ! , 36,356 sq, ft, ~ 1 LOt A-I I ~ b ! , i , WOOD LINE ~ ~ 0 ~ t / ~ / ~ 'i5 LOT 2q ~ ~ ~ ~ 254,703 sq, ft. PHASE III ~
P.B, 32 PG. 291 I ~ ~ ~ 45,831 sq, ft. ! / ~ , ~ A ~ I ~ , ~ ~ 1.05 Acres ! ~ A ~ S ~ p°~ ~ \ \ ~ ~ , \ \ , ~ , 5.84 Acres
45 ~ ~ , 0~ •2,- ~ y ~ ~ .A \
~ I ' 7, ~ ~ PHASE I I ~ ~ ~ , ~ ~ ~ 'P ~ , ~ ~ / ~ ~ . ~ 1 ~ ~ Q' OZE, ~ . ~
~ I i ~ ~ a v, ~ i ~ ~ G , i ~ ~ ~'1 } J ~ "4p9 v v ~ ~ O ti.
~ ,_..~--146 ~ ~ LOt 18 S ~ ~ ~ ~ ~ \ LOT 25 I I ~ oo ~ , 1 ~1 _ I I , , Z 32,978 sq, ft. 9 , / ~ ~~i ,tc` ~ 46,672 sq, ft. OT 25 ~ ~ 8 w r~`~~<,~ v ~ ~ i ~ ~ i v ~ ~ O 72 sq, ft. ~ NrB ~ ~ ~ i v ~ 0
u! I I ~ I 0.75 Acres ' a LOT 3q ~ ~ ~ 1.07 Acres ~ ti P 1 0 ~ ~ 7 Acres ~ ti ¢o ~ O
I I, ~ ~ ~ 6A p ~ ~ p ~ I ~ N W ~ ~ ,/1 , `l 14q,039 sq, ft. \ - ~ G ~ ~ C A ~~i ~ v v J ~ ~ V} ~ LOT 30 N
I N LOT 17 ~ N ~ ~ ~ ~ 3.42 Acres / ~ 'f~ 1 ~ ' ~ 32 978 ft. \1 ~ ~ ~ 3i. \ 135,573 sq, Ft. 93, \ ~ ~ c~ Q q , ~ ~+1 `VJ
1~ N LOT 16 9 W r ~ s 1 ~\a~ iS ~ , N LOT 15 N ~ - ~ >r ~ / / ~ ~ 24" RCP ~ 1 N 31,790 sa ft. ~ ~ ~y~~ ~ a i ~ i 4j ~ v 3. I I Acres 4 i , ~ ~ ~M h
~ 31,790 sq, ft. u! ~ ~ ~ ti ~ (CLASS IV) ~ 0.72 res ~ I ~ \G , ~ ~ ~ ~ 48 L.F, ~ ~ ~ ~ ~ ~ ~ W n \ ~ ~ ~ ; ` ` v WETLAND'S
~ ! ~ ~ ~ alb ~ P I \OA - I ~ g0 6 ~ ~ ~ G~" ~ v v ~ ~ v N v 1 v BOUNDARY ~ /
I ~ ~ ~ ~ ~U
II i ~ r ~ I ~ Wh ~ ~ I ~ ~ - ~ i i ~ , _ C2, ~
~ , ~ ~ LOT 31 ~ ~ vti r ~ ~
1 ~ 13"! ~ I _ i hA ~ ! , ~ ~ 1 113' ' ~i I , ~ ` ~ , ~ ~ WETLAND ~ ~ , AA LOT 32 \ I A \ \ ~ ~--------------1 1
- ~ NDA i~ LOT 38 ~ ~ BOU R Y i _ r'~ LOT 14 ~ i ~ .i 173,529 sq, ft. / ~ \ \ 4q 26q t, \ \ •b2 cres \ \ r__ ~ i I
$ARN ~ ~ ~ 37 421 ft. I I l ~ ` ~ \ \ \ \ ~ ~ q Y ~ ,l
24' I 0.85 Acres ~ ~ \ ~ \b~ G~, \V A A ~ ~ n. T 33 v v ~ ~ vt
30 2 i ~ S'I ~ GoA ~ , ~ ` ~ T 33 • I ~ ~ 'L i i Q I~ ~ 4612 1 OAK _ _D__----- w I ~ - ~ / ~ g- PA " oa ' 4612 v ~ v ~ v r ~ ~ v 1.05 Acres • t vv tvv t~ ~r
1 I - I ~ I I ~ ~ A ~ ~ \ PHASE III ~VC ~ ` 1.05 Acres I ~ m I I ~ W ~ A~~ ~ ~ ~ ~ v t >r v ~ ~3
I I LOT 5 cv 6 i ~ `q 16 ~ \ ~ \ ~ ' _ ~ QJ < o ~ 32 148 ft. ~ ~ ~ 6A ~ A ~ ~ °o ~ _ P i ~I r p - i 2 \ ~ ~ LOT 34 0
I 3 Acres ~ LOT 6 co \ ~ i ~ 50 580 s ft. ~
~ ~ 32,OOq sq, ft. ~ \ \ y \ ~ ~ ~ ~ , A, ~ ` I•I6 Acres I : 7 _ - LOT 13 \ \9' ~ \ ~ \ a Q. 3 Acres VA Spy ~ ~ ~ ° ) ~ /
502'5537 W I i of , NrB 46,838 sq, ft. A ~ V O , I ~ ~ ~ ~ A \ \ ~ t\ / \ \ / \ \ / b
207 i 1.07 Acres ~ ~ 1 n A r - 32 ~ - e,. ~ ~ ~ vv v v , i
~ I ~ m ~ ( ~ r \ F,~. ` ~ LOT 35 ~ ~ ~ I ~ N02'S537 E ~ ~ " - \ V ~ ~ ~ 65,993 sq, ft. ~ v ~ ~v r~ ~ _ ~ \ ` ~ ~ \ \ \ ~ L 1
o ~ ~ I PHASE I I 192' ~ ~ N04'0201 _-----~.----.~o \ ' / \ 1.51 Acres ~ ti vv v\ T~ v v v ~
_ ~ I ~ a ~ 410' - - v I , ~ p
~ y, I ~ I _ ~ I ~ ~ 0 ~ ~ I I'"~ ~ ~ Ol A I LOT 4 I , I u ~ ~ V90 A ~ A ~'I I; ` ~ ~ `~r, ~ v vv Yi ~ `xv ~ Alb \ I
~ ' 40 533 s ft. I m ~ i I m ~ p ~ ~ ~i I~ LOT 36 ~ ~ n ~ i r q, i N _ LOT 7 ~ ~ ~cy ~ 130 810 ft. ~ i~ ~ ~ ~ t
r ~ ~ i v ~ ~ 32 000 sq, ft. ~ ~ z ~ I- ~ ~ ~ ~ ' s0.' ~ A ! ~ p_ r Al ~ ~ i i v , 1v v v
~ ~ I ~ 7 A ~ Q o 1= ~ ` ~ LOT 7 3.OO Acres ~ ~ \ ! 0. 3 ores - 3 ~ ~ i ~ ' I ~ ~ ~~S' ~ ~ 130 810 ft, ~ in \ ~ i v~ l~
, I z ~ LOt 12 ~ . sa m ~ \ ~ , I ~ 148 049 ft. ~ 3.OO Acres ~ ! ~ ' r I i I ~ sa ~ 6 ~ ~ Se• ~ v ~ 190- v ~
I 502'5537 W ~ N02'55' 7" ~ ` ` \ ? ~ ~ ~
200' 3 E ~ ~ ~ ii ~S, v~ ! i G¢
I \ v i I u Wh / ~ O~~ ~ pP
i I I A V ~ r-~~' v II p V ~ ~ ~ ~ / N ti~ c ~~ti o
3 ~ I - ~ ~ A ~ ' vl II A l ~ 'gin
N _ LOT 8 i N ~ \ \ I li ~ ~ ~ - ~ i 31 660 ft. - ~ ~ ~~30~' I ~I ~r v r sci, ~ ~ 21
~ 6 lin o - 7 ~ I N?o• ~ a o 1 II r~ \ ~ I. ~ 0' 2 Acres I 4q. \ \ v, h ~ 1 ~ I u ~ I ~ ~ \ > GENERAL NOTES: ~
- ~ ~ I - ~ 48.F ~ ~ O I II ~ I ~ ~ r Z II I ~ i, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NGDOT AND
PHASE I ~ \ ~ I ry I u ~ I I -LO- ~ TOWN OF MOMEYER SUBDIVISION ORDINANCE.
! \ ~ I ' u ~ I 2. MR. WILBUR JACKSON
~ ~ ~ u ` j I 171 LOT II ~ ~ ~ 50' TAR/ PAM ~ I 3870 U.S, 64-A ~ ,CAR ~r, NASHVILLE, N.C. 27856 Ah.,••eQ(/y'~b
i 283,130 sq, ft. ,x.-' ~S{ I` BUFFER I PHONE: 252-45q-2664 :.~f~s~jo~ppq g~
A ~ - ~ ~ ~ ~ I i f 1 I I \ ~ 5 , ~ I ~ PC¢ g~.°. A~.
i N I ~ ' ~ Ip PHASE II 7. ALL DISTANCES SHOWN ARE HORIZONTAL Wr„ ,,,p `a
FIBER OPTIC ! ~ i ~ /9y V ~ ~ 1 i ~ F ` t ~ ua I LINES RUN ~ ~0 ~ i , ~ A ~ ~ . ~ ~ ~ ~ ~a AREA COMPUTED BY CORDINATE METHOD c,; N I 0 NCGS MONUMENT FOUND WITHIN 2000 ~l ,LA
ALONG 3 - Wh ~ N ~ ~ ~ LOT q ) ( 40 l 8. PROPOSED USE OF THIS PROPERTY IS RESIDENTIAL. • `v~?ei,~°'"
R/W, m i w ~ ~ ~ ~ II ~ - I 45,908 sq, ft. i LOT 10 / ~ t,, ,r ~,~v
- ~ N I - 41,021 sq, ft. ~ \ I r v Z / i SITE INFORMATION:
~ ~ ~ i EXISTING N z r ~ ~ AREA OF SUBDIVISION : 84.72 ACRES
36" RCP - ~ PHASE I I A , ~ , ~ 'I ! / ~ I , ~ ! ~ ~ A 50 AR/ ~ ~ ! REMAINING AREA - 0 Drawn b TOTAL NUMBER OF LOTS = 3q y
- T N PAM BUFFER ~ 1 I ~ / I LINEAR FEET OF STREETS = 4,241.4q TH
~ J S . - - _ ~ r---- 280• _ ~ ~ S~ - AREA OF STREET RIGHT OF WAY = 5,2q ACRES ZONE = RA-E Approved by;
N01'I610 E I ~ - _ - 62 ~ ~ RON (TOTAL 435.63) FOUND / TAX IDENTIFICATION # 2880686531 TH
I 1 NrB CONTROL ~ EXISTING LAND USE =RESIDENTIAL, MOSTLY VACANT FARM LAND
I Nng CORNER ~ . ~ MINIMUM BUILDING SETBACKS: ~ Date: FRONT: 30 FEET ~ _ 5-11-2006
~ 3o ERIC ALAN BATGHELDER _ N / \ ~ ~ SIDE: 12 FEET ~ - y
_ o _ ~ ~ +t NANCY R. JOHNSON ~ 1 I - - $ S WETLAND \ ~ $r Ncv D.B. 1393 PG. 542 ~ ~ } REAR; 25 FEET ' Job name; SIDE CORNER: 22 FEET
INO - P.B. I5 PG. 71 n5 AREA 1 ! r ~N / WI A N MINIMUM LOT WIDTH = 100 FEET AT BUILDING SETBACK ~ ~ / ASE LBERJ CKSO 2,DWG
Z PHASE i ~Q -IRON ' / ~ AVERAGE LOT SIZE 1,72 ACRES ,
~IIAGG /'1C GIIGI'111 /IGIMI.
t t 4- rvvi\v - - CLTN L f nf1~ll VI .:7VOVIVIVIVI'II / Scale. PHASE I =LOTS I-19
I r PHASE II = LOTS 20-41 J - ~ 1 -100 (H)
N01'I6'Il"E N01'17'43'E i PHASE III - LOTS 42-55 ( SR V)
I ` 248.61' NOI'12'21'E 312.87' I v c STREET NAME < LENTH IN LINEAR FEET. HINTON LANE = 2,382.31 L.F. -
i 20i WIDE ACCESS 71 BAR GRAPH I"=IOC I EASEMENT P.B. 15 PG. GRAPH I"=100' NANCY COURT = 500.31 L.F.
LE"-I IE R. BASS, JR. 2, ~a5 Z Ny 00 0 50 100 20 HUNTER RIDGE COURT 509.01 L. F. Sheet No.
I + 1206 PG. 477 LESLIE R. BASS, JR. , t D.B. 1206 PG. 477 Zl~ o° ° 200 40° FALLING LEAVES 446.61 L.F. jI CHARLESTON COURT = 313,25 L.F. V ICINITY MAP NTS
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~t ~ G _ 2 148 s ft N ' P~ i1+3 `''~E ter ~ r ~ - ~ ~ ~ 2 .6~>< v ~ ~ TEMPORARY SEEDIN c Y o rj.,.. Z ` G IS N~CESSAR, TO ACHIEVE EROSION CONTROL
rjGi~4 0.73 Acres i LOT 6 ~ .`''-f - ~ ~ ~ ` ~ i ? 3 i I ~ LOT 32 G ~ vv ~ ~ b~ \ ~ ON LARGE DENUDED AREAS AND ESPECIAL WHEN 5P Icl ~ sir ~~v NPc.G~'~ ~ R T c c _ LY EC. CAL~Y v u i gp •~Q,..~..r ~ ~ ~ EOU:RED AS PAR ~ 0, THL CONS i RUCTION SEQUENCE SHOWN ON
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i I o ~ I _ / ~ I ~ i S02 55 37 W ~ iT t~' ~ `r N 4b 83 s ~ f . ! ~ \ A \ L~~ r ~ ~ ~ ,r . f` s I ~ ~ ~ Q V ` r iVt' ~ ,t ~ r ~ ~ ,r ' ~ i ~i ~ - \ ~ ~ ~ ~ ~ GRADING; WNLGNEV,LR PERIOD IS SNORTER, BE SEEDED AND MULCHED.
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I I old ~~2, i;,~t~, i , 3~ p~ . r ~ ~~I~' ~ 130,810 ~ROS,Oh CON,R~- hSPECTOR TELEPNO~~ \v ~ ~ ~ \ ~ I s~~ ~PPf10~R1~TEt_~ ,IEGtT~1~ _ ~ u~ 919-571-4700)
11 f ! ~ I 7 2 ~ I.., ; i ~ 2 ,~p ~ \ \ g as ,j q~r`,,.• ~ ~ , i ~ b 9~ ~ 49 888 ~t _ zi" p / LOT 2 ~ ` ~ X v i v v v ,k _N~ _ ~ TO DISCUSS EROSION CONTROL (?EASURES. ~ ~ ~ 'EMPo~+~~y SC~t,Mt tilt' 3. INSTALL STONE CONST - ~ ~ ~ - ~ _ UCTiON tNTRA~ C~, ~I~ ~ DIVERSION
' ~ ~ ~ i I ~ 2~ , ' ~ . I , ~ 148 04 ~ ~l' , v ~ 1. t~ ~ ) DITCNtS AND SEDIMENT BASINS, CLEAN k. 3~ ~ _ _ - R ONL ~ A5 NECESSG,RY ,
CQ ~~T(~ _ f ~ ~ / 1 ° ~ b : ~ i, , r 9 sq, ft. ~ ~ ~ , ~ ,.-.r ~ ~ 6. ~ 0 CGNSTRUCT THESE MtA A ' v` ~ k. v 4 SURDS. y rJ _T ~E Cy 5 v~~i~ 1f C;~ i fi .CALL qlq-57.-4'00 FOR AN ON SITE INSPECTION HY EROSION 9A''Y7'
I I ~ S02'~ 3 W ~ n V ti j ~ 3.3~~ ~ A q~,~tp, r ~ i~ 0 ~ftiN-3 (.E QJ ~l5 025 7 E - i'v;- ~ ~ ~ \ ~ z I ti o CONTROL INSPECTOR. WHEN APPROVED BEGIN CLEARIN
1.06 ~(a r , ~ i. - -J i .21 ,;>~i~ I!y'1 . ~ ~ ~I~ ~ ~ - ! I; ~ I I ~ ~ ~ 1 ~ , v ~ I R~ ~ A ~ G~ GRUBBING 0= THE SITE ' G AND ~ Wh ~ / pt~ 5, MAINTAINh' EROSIOti CONTROL D>=VICE
II• ~ o ~ / S~ Wh Del Styr I ~ 11 ~ ~ c ns l~ ~ ' I ~ ~ I I i ~ , 1 i ~ ~ 9s vt ~ F! c ~ ~ ~ Q - S AS ~ EEDED. v ~ ~ ojP ~~6 6• STABILIZE THE S. T E AS ARtAS ARE BROUGHT TO INA~ ,
~ i I ~x T ~ , i I , ji,D ~ ~ ~ ? u ~ c ~ ~ 3 { i f _ E a~ ~ i \ ~ ~D~l I u~Y m ~ U ~ ~ ~ • ~ I E ~ a -2• t : ~ ~D AREA F ~ GRADE, vv ~ ~ / / ,{G 7, ALL ER05i0;~; CONTROL MEASURES SHALL BE N ~ ~ CO S,RUCTED IN
I C . ~ bl' s S ~v \ _ 5 ~ v ~ ~ / tttt-t~~.~~t~o~vt>,u:nston~s ACCORDANC:. w'TN' THE NC EROSION AND SEDIMENT C N ~ ° \ _ ~ ?..ANA' _ 0 TROL 'cn v~ ~ i ~ s r, hfhG AN ~ ~tSIGN MANUALS, US DtPT. OF AGRICULTURE, ~ •y-
l (t~lv ~ ~ ~ ~ ~ : cl- ZD~ , I ~t~ ~ ~ - ~~p G~ I 1 ~ 39,9 ~ sq, f~. ol- ~ ~i~lr~~+GE ~'ea ~ ~ ; ~,w ~ 'i ~ ~ ~ ~ i i. I ` ~ ~ 4 r I A \ E I A ' L~dCi~ .c ~ ~ c uae~_ to,ve ~~~,,,,i.{ ~ or~i oe~-H ~ coN,rv~N-s US SOIL CO~S~xVATION SERVICE, ~
r .rt ~~V..~ I ~ I ~ I ~ ~ ~I{ ~ n ~ V r ~ 1}I EJa~~ ~ I ~ l ~ t{ • ~ id psi S P2C-A~.,Z N ~ ~ ) ~ ~ r:,~ i 6~1~~ ~ Y , 8. ~t CONTRACTOR SHALL DiLIGENTL ~ Ah'D CONTINUOUSLY ' ~ v w°~ „rr ~ ~ ~ I t ~ ~ ~ ~ iAINTAih ALL EROSION CONTROL DEVICES AND T G -
V~OCD 1~ C,, 3 ~ 1i ~ olr ~ r ~ I ~ i;~- .,~rQ4=o91~•r e t z `C1 5 \ 4 I ~ ~ ~ ~ l v v S i RUC ~ UR~S •i 1f ~ - ~ Z,~_;~_a P;_ TO i iiN1~11Z;= EROSION. THE CONTRACTOR ~ I `~Av~ ~,IZA`~l0 ~ ',~r ,,,..a ~',`-r ~ ~ - - SHALL MAINTAIN
~ /`y~~ ~ ~ i / - ip u J ~ s ~ A / I ~~tC S ~ ~ I s.~. - s r:.`; ~ ~ r'-^~~ C ~a,ts CONTACT rl' r: -iE E20SION CONT~ ~ , ~r ~ ~ ~~t~~~ r _ R0~ INSPECTOR S ~ ~T~N~r~(~T.' ! i ~ ~ ~ 1,,~(i , ~ u ~ ' , SO i NAT ?~~iGDIC .hSPECTI -
G~ ~ ~W ! ~ r Y •4 _ 7 4 p ~ 1 i ~.C . z I I r J LG`~ it .1i N ~ i, ll}2 t, v; i I , i ~ ~ i ONS CAN PERi-ORMED AT i ' ' 4 AP?ROPRIA i ~ SAGES OF CONSTRUCTiO s` ~ ~ ~ ~ N. e'{,. b
Q ; i S02 55 371w - i A . , J t I -A 1 I ~ t ~ . ¢ - .a, ~ r+ i ~ 50 i ~R/ PAM , ~ ~ 1V. ;rPn. ~i~> ~ ~)"iQFc ~,~Q i~' ~ i0~~i0Wj i .gip u4eG~"StiLCi(On. SCCt~12RCC: "PCOyiS(ORS ~O[ D2~R1aIiC[IC ~ U ?..~A 1r- ~ ~i`11 QUL V ~ w~"` dA~~,~F•••, ~''4
- 20?~ \ BUFFER \ 5~. ~~~5 ~t~IL•L. t5c ~~4~Nt 5-r t F_ss~o .q i ound covet must ~e ac ~~,;pushed on exoosei: scopes ~~tiu? i5 worEan~ Gas or ~G cue,;dar ~ ~ ; !r i r-- . c. - y~
FIBER OPTIC ' i ~ ~ I ~ ~ _ ~ ~ / l7 I i ~ davs «~nichever is shotter~ w„hin (S wc~rkiaQ aavs or 60 caienda; cav~s ~.v;~eceve- is s~::orter, in ~ S ~ ~
LINES R N ~I i' i' r i 4 s « r \ ~ ~ r O ~i ; 1~ ~ -ayf` ~ / C~ ~ T ~ ~ I ~ ~ sensi~i~~e watersheCs and in remainin areas within i5 workin da~a or 90 caiendar da~~s ~ SEEDING MIXTURE ,i = - g K _,,n~^ - 1 c c ~ l l SP~C1~5 i whi~F,ever is shorter. usslubed areas iei; inactive between any phase of ~;adir,, shalt oe ~ I _ RATE (LB/ACRE)
A I! i 1 ~ ~ i ~ ~ r0 ~ 1> ~ ~ LONG ~ ~ l r o ~ ~ p ~ ~ R/W. 1~S LOT' 2 Z~ ~ m, _OT ~p~ 4 ~ ~ ~ ~ vJ', ~ ~ ~ ~ i I Ott ~ ~ ~ ~em~rary seeded within tS worlcinQ days or ~0 calendar davs whichever is shorter" ; I ALL FESCUt - 80 , ~ ~ ~
40,`ODi s ft.~ ~ NI- 45, 8 sq, ;t, ~ ; ~ ~ i' 1 .t1~ ~ ~ I~' ~ ~,g fi ~oT lo. i ~ SER~C P ~ ~ EA LES~ EDtZA 20 I ~ ~ C~., • KOBE LESPEDEZA ''o~~~ ~
l ; , I A r~g~ Q I N I 4~ ~ i - 021 I I, i p~N 9 1 ~ U'i ~ i I _ i 10 S G` ~ PREPARATION NOTES: S~~D~;_
EXISTING LN r ;~~I ~ , i I ~ i ~ I t~`'R' ro 1 ~ ~ c~ ~ ~ I ~ ~ ~ / SEEDItiG NOTES: i ~w.y
36 RGP i o I ~ ~ ~ o ~ 'tea l I ! I 1 i ' N i T QQ.G I 0~ 6 i i 1 I A i I I I 1 / I. SURFACE ;tiATER CONTROL MEASURES TO BE INSTALLED i AFTER AUGUST 15 USE UNSCARI=,ED SERICEA SEED. ACCORDiV'G TO PLAN. ~ 2• ^iNERE PERIODIC MOWING ;S PLANNED OR NEAT APPEARANCE IS DESIRED OMI ~ ~ ~~""~'r`"
~ ~ ~ ~ ' ~I _ h~(' ~ ~ ~ ~ - --f ~ '~i ~ I PAM BUFFER I I 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD SEi:ICEA AND INCREASE KOBE LESPEDE::A To 40 LB/ ~ T t~rCJWri b' .
i~ L ~I p -HJ~ ~ - ~ ~ I ,a I / 'G nh i L_ / S02 ~ 37 ~ ~ W 28v I r ' c TOPSOIL 3" DEEP. ~ 3. TO EXTEND SPRING SEEDING DATA IN- ACRE, WITH AVAILAB~, 0 JUNE, ADD 15 LB/ACRE NULLED BER- Tu ~ MU~AGRASS, HOWEVER, AFTER MID-APRIL IT IS PREFERAB 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL ~ LE TO SEED TEMPORARY
' w ' 3 I ~00 62' ~ NO., 6 ~0 ~ ~ I I , > I o ~ I ~ 1 (TOTAL 5.63) ~ ; i. ~ BE SHOVED FROM THE SURFACE SO THAT THEY WILL CO/tR. R ~ A rOV~G ~
0-~ ' I 1 , ~ ~ ~ ~ I \OT INTER tRE WITH THE ESTABLISNMEN T AND MAINTENANCE ~ NUf;SE PLANTS; ~ PA "c`' WEEN MAY I AND AUGUST ~5 ADD i0 LB/ACRE G~RMAN MILLS' 0 OF VEGETATION. SURFACE FOR FINAL SEEDBED , ~ R 15L8/A
r -t J~~ ~ ~ ~ I ~ ~ j i ~ ~ r Sl- ' NGRASS. PRIOR TO MAY f OR AFTER AUGUST i5 ADD 0 LB/A CRE ?REPARATION, AT FINISHED GRADES SHOWN, SHALL BE 4 CRE RYE(GRAIN ~
M ; / ~ i r ~ Nn ~ ~ a ~ ! ~.i ! ' ~ LOT I ~ ~ ~o ~ E'yIC ALA~i B F: ~ ~ ~ 1 , cD \ ~ 1 i C;~~~.; ~ h j ~ REASONABLY SMOOTH AND UNIFORM. ~ SE. ;DATES: ~ Date: - - ~ ~ I
- / 52 G36 s ft. ' dINANCY ; . OHNS. N ~ ~ ~ \ ~ ~ I ~ i~t I j,i9 Acres I N'NN ~?.8. 13~i3 ,G• ~ 4~ r ~ ~1,-'~ i' ~ / ~ \ ~ 4. IF NO SOiL TEST IS ~ AKtN, FERTILIZER AND DIME TO Drs ~ POSS:BL:: ~ _ +2-16-2005 G c ~ c I `I VE. FALL AUG. 25-SEPT. 15 _ B~ ACCORDING T O S~EDiNG SP~UF CA ~ ONS ABO AUG. 20 OCT. 25
I / ~ s-r I ~ WETLAND ~ i ~ ~ ,a i ~ I RE ~ ~ ' ~ I E 15 LBS./ 1000 S.F. OF SUPER- ~ 'LA""E 4•v.,iTER: FEB. 15-MAR. 2 FEB - J b n ~N ADDI i ION, PROV D ~ .I APR. 15 o amp, FAIL .S BEST FOR TALL FESCUE AN'D LATE WNTER FOR LES D A ^~-i o
I~- u~il / ~2 :~Q fv lp p Cb a 'r ~ -r'a ~ ~ ~ i. 2 t- ~ d q 0, a ~ PHOSPHATE. I PE EZ S. OVERS - EEDING _ V or Ko E _ ~ s~~~,~RuAC~J~~;2.~~lG c ~ F B L~SPED~ZA OVER FALL SEEDED FESCUE IS VERY EFFECTIVE, ~ 5. IF A SOIL TEST IS TAKEN, ~ ROVIDE ERTILIZER AND
f ~ R ~ ~ ~ Co U N~ ~ ~ ~ 1 ~ ~ d - FP - 50!'_ AMENDMENTS: I LIME ACCORDING TO SOIL TES ~ R~ OR i .
i ~ ~ r ~ ~ ~ ~ ~ ~ ~ IM SHALL B` APPLIED UNIFORMLY A?. ~Y LIME AND FERTILIZER ACCORDING TO 501E TEST OR A 6. FERTILIZER AND L E ~ { GROUND AGRICULTURAL LIMESTONE AND 100 / P. ~Y 4,000 LB/ACRE AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. OLB ACRE 10-10-10 FERTILIZER. ~ SCale,
2'VE ~(01'ITE3 E 7. ADDI f;ONAL tKVS v (-UN KUL ~N~uxc~ oa i APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTN R SU j 1°=100 (H)
REQUIRED DEPENDING ON FIELD CONDITIONS. i I E ITABI_E i. I , ,hll,j ,
1 I ` c c a tl 31.2 I> 1 20 -1.4 )E ACCESS v 8, MULCN l 0 BE i ACKEU OR 1'lirl.NANI(.ALL I : 1LU hUWIJ I CRii ~PIN NLI IINS UK Rc)VING UK BY ~ (V) , WITHIN TWO DAYS AFTER MULCH IS SPREAD. G WITH A I IULCN ANCHOR TOG . A DISK WITH BLADES SET NEARLY STRIGHT CA;; BE USED AS A l1ULCH ANCHORING TOOK.
"S I P 7 EA?F.CIEMi 1T8. 5 G. 2 9 trey LES IE R. BASS, JR. nmf A L MA'NTENANCE:
BAR GRAPH I 11 S 3 CE D.B. 1206 PG. 477 00 CONTd20(,Cr c P)ICC l Loo r o o so 1•,o zno RACED 114 TPtQ/ VAlw,\ 130 = FzEg REFERTiLIZE THE SECOND D "BAR UNLEE5S GR0w7o; iS FvL.LY ADEQUATE, MAY BE OWED ONCE OR TWICE A YEAR, BJT '-OWING IS NOT NECESSARY. RESEED, Sheet No.
~ -50p-rqED 6c A~ - a~ FERTILIZE, AND N7 LCH DArAGED AREAS iM"IEDIATELY.
,.€^.Sa9~;6~.:.~~~5~„. _ r-:T-,,~;'~°"_ m^.~i`~;« gT..b~~r• . „ ,~s. 7~i lJ Gi 77 r,, r .

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p
ISS • IRON STAKE SET f n ~ PG. 50 ' EIS c EXISTING IRON STAKE _ ~ ~~,.,,33 .~.r.--- C:?
PKS ~ PK NAIL 5ET ~ ~
EPK A EXISTING PK NAIL I P~ PP ~ POWER POLE ;.0 ~ ,
R/W RIGNT OF WAY 'n ~ ,a~.
RRS o RAILROAD SPIKE 5ET ERR ® EX.RAILROAD SPIKE 1 p
NLS ~ NAIL 5ET
ONE OVERHEAD ELEGTRiC CP ~ COMPUTED POINT u r ~ ~
MON. o GRID MONUI'1ENT ~'~a ~3>
Gf1P CORRUGATED ihETAL PIPE
PED ®PHONE PEDISTAL J
lat A royal f 1 renmina P V? ~ Certificate o ry PP ~ ~ t~
,v,~-vv, WOOD LINE
NaC SOIL TYPE da of W ~ ~ rti that the was approved on the Y ~ ~ a I Hereby ce fy _
•7a Ian of the subdivision as mown on this plat. Preliminary as the prehmu ry p
the from the above date or as established under the vested ~ ~ - approva~ ~s valid for a period of 18 mon 0 ~ ~
SOIL DIVI510N LINE • ~ edures if a ficable. Q- u~n~s proc pp Z
PROPOSED EDGE OF PAVEi'1ENT G) ti,~
PROPOSED RIGNT-OF-WAY L
BUILDING SET BACK r Town of Mome er Date Mao . Y ~ ~ Y ~ ~
_ _ _ _ CREEK U~ ~ ~
,23 ) - WETLAND BOUNDARY ~q~ A 1 1 E S 1: fn i,a,Y
1 t~; ~ a
PROPOSED CENTER LINE „y~ ( ~~0 ~ „ `20 \ ~ ~
_ _ WILBUR V. JACKSON hi6'2`~• , ~ S T' 4 EXISTING RIGHT OF WAY D.B. 2130 PG. 20B Gg ~ Mown Clerk ~ ~ ~
LOT B ' ~ W ADJOINING PROPERTY LINE P 32 P 91 \A~ ~ , N ~ ~
.B. G. 2 - - ~ , ~ r
~ ' ' LOT 24 ~ ~ 2 Y 1 1 O - - - ` ~ l - _ ~ ~ ~ 34, 9 sq, ft. ~ 1 ~ WILBUR V. JACKSON capyrlgnt~,, 200c ~ ra>n~hK assoaAlES, P~A. ~ D.B. 2130 PG. 20~ A'I Ri~ith r~esnrwd_ Rpr~us!~on yr ua~
_ s„~` \ LOT 23 ~ ~ 0.00 Acres ' _ a~ ~ ~a ` 33 010 5q, f '1 1+ i J / e~ !ne cr~!enl o~ !h'~e Cocumen t, a LOT ~"J ~ ~ ~ oaC'~w or Ade Gone to !'b Cxvment,
1 ~ ` ~1G - pJ. ~ 0.75 Acres ' P.B. 32 PG. 2~ lull ~ in rhae « in part. .:mat rrt.,tm con-- ~C/, _ vRarlre~ho.
„ - , ' i/ i ZACHARY H. HINTON ,~0 \ 6,, ~ ' ' , +1- ACRES REMAINS e«~~t ar aH~~ ~ssca~~s, v.ti, 22 ~J, , /
- D•$. 615 PG. 41 + ~ S ~ E A ~ , ~ O, •
_ _ D.B, 615 PG. 18q ,c~ ~ ~ S ~ ~ - ~ LOT G .~y°` 3A , a, ' x'10 • / n0 ~ ~ 1 Qe' / 1, \
a - P,B. 32 PG. 291 LOT 22 F \ , _ ~ ~ ,009 sq, ft. ~ \ , - ~ , 4/ / 11 ~ /
/ 1 / ~ 1 / 11 ` / %
1 ~ i - (9
I - , 30 CM. ~ \ ~ LOT 2f ~ A ~ . ~ t, A 1 TIE L NE TO PK _ , - i ` ~ ~ ~f' LO ~ 25 ` 1 a 1. ,.`3 +°'?~l _ - X17=' ---__r- ~
NAIL 5ET IN INTERSECTION 1 , ~ 32,040 sq, ft. ~ ,
A ~ I _ - ~ ~ EXISTING lc ~ \ ` ~ . , 43,924 sq, ft. U,S. 64 LT. S.R. 909. - , t FAR('1 PATd~ ' i II , , 7 \ ` ~ G3 ~ ` x ~ _ ! Q°W N01 X23 ! _1~_._..,~-~~~i>81 . P,G•D•c• ~ / 1 ,-'~I ! ' 2'3A"W NOl'32 3 i' 131 f 26 -----1~
I ~ '1 A \ ~ , i ~ V \ - ~ -1 LOT 0 ~ , . / ~ , ny~ , 1`013 ~ - - ` ~ ------141 13 i o - 1 ~
~ ACHARY H. HINTON , , ' ' 2 ~ ~ ~ ~ 6 ~ S, ~ Z , ~ ' ~ 40 194 s ft ~ ~ ~ ~ \ ,~,'l S - , 1 ~ ' \n a D.a. 615 PG. 41 ~ a ~ ~ . S ' --------------v ;.n OLD LOT LINE - i _ 1,__ -o- , 1 t~
1 D.B. 615 PG. 189 ~ i ~ , X0.92 Acres v , , , , h2 ~ \ ~ ~ A 6b , h~., , , , ' q , , ~ , 1 ~ 1 \ S, _ 4 1 1 ea 1 ` 1 ~ ~ ` ______--r - 1 1 1, A6 ~ ~ ~ c i 1 .
ZACHARY H• HIN ~ ON i LOT , , 1 1 ,y,~ ~ , , ~ ~ ~ ~ D.B, 615 PG. 41 P.B. 32 PG. 291 e~ I ~ y , \ ~ ~ LOT 26 6 ` ~ ~ ~
~f . , 615 P 189 1 ~ ~ ~ ~ \ , \ e , ~ D.B. G. ~ ~,p LOT 19 ~ ~ • vf?A~ , v ~ c,- 36,356 sq, ft. ! LOT ~ Wh ' ~ 1 Q Rs„ ft. ~ i ~ ~ i 1 A ~
LOT A-I ~ . ~ / ~ ~ ~ ~ , , 2 ~ 45 331 ft. ~ ~F; A00•~ 0, r WOOD LI1rE \ \ 0.83 Act ~~,4 P,B. 32 PG. 291 , 0 V ~ ~ ~ ~ ~ lG L. ~ - e~ ,-^v A , aF' ~ ~ ~ ~ 281, 8x0 sq, r"t. 1 ~ G
' V (.05 A&C~ ~ v4 ~~ti0,- ~~O,~A,, V LOT 29 Ay \ ,~A p - LOT 27 / _ x.41 Acres
NaC ~ ~ I I R ~ , / . ~ 39 996 Ft. , ~,G ~ , , p'I - ~A i ~ r~, 1 i '4 ~ - Ni 1 ~ r,~ i r \ ~ / 'Q'~ ( C ~ ~ '
~ - ` Z , ~ o S
~ ~ ~ ~ I , I ~ v ~ G ~ , ~ v i
~ I . 1 , 32,98 sq, rt. ~ A~ ~ /t , LOT 30 ~L ~ C, ~ ~ ~ 1 NrB - ' ~ ~
~ _ _ ' ' ~ `y j~ 5,828 sq, ft, ~ ~ u? ~ ~ ~ ~ Q.75 Acres ~ I ~ ~ ~ ~ A \ ` LOT 28 ~ ~ 0 ~ ~ LOT 28 . W ~ 1~ ~ 1 ~ . ~ t~
~ / ~ A , Q,a2 Acres ~ v 1 ~ N , /:1`' /I q - , ~ , ~ ` ~ ` 32 191 s ft. 1 ~ 1 N LOT 17 W N_ , , i' ~ ~ , ` ` ~ ~L.~'P ~ , ~ a ~ ~ ~ 1 LOT ~8~ ~ ~ 'Zi ICI sq, Ft. ~ ~ ~ 1\ 3j \ Gj % 11 ~ 135,x87 aq, ft. 43, ~ ~ ;a ~
~ , ~ , ~a > 0.73 Acres r I \ ~ ~ ~ ~ ~ N w 32, 978 sq, . t. s ~ ~ ~ ,1', ~ " So ~ ` '7~ 1 1 ? btu ~ ~ , i ~ ~ ( ~ 3. I Acres ?4, . / ~'I e'a
h~ i ~.1 ~ ' v ~ S ` LOT 6 s~ ~ Q.15~ e9 ~ 'r 6, ~ LOT 15 I , ~ ~ ~ 1 ~ 3I 7q0 sq, ft. .a ~ ~ ~ X17 f, a ~ ' ~ ~ ~ 24 RCP ~ ~ 31,780 sq, ft. u? ~ ~ ~ , 4i-~ V A ~ ~ ~ ~ ,
_ A , GLA55 IV 1 l 7 ~ Q,72 Acres .e- 1 I t i ~ ~ L~ I Ji ~ ` . ~ , , V ( ) I, O'" ~ - c~ ~1 ~ ~S IV) ' ~ ~ 1 ` A WETLAND 9 ~
0. 2 res i ~0 ~ •A ~ ~ 48 L.F. , ~ ~ ~~t~'~ (,3 / Q~ BOA, ~ 215 sq, ft. \ g'~ ~t~~ \ V LOT 34 \ ~ 6S F. . ~ ~ 1 ~I • BOUNDARY ~ t,, ~ ~ LM ~ ~ ~ 6~
~ ~ ~ -,i _ ~ I / ~y0 1 A ` 46,776 scl, ft. ~ (y ~ ' U~ S - 4 W h ~ \ C ~ ~1
~ cn~ r° , T~C~ ~ ~ ~ PHASE u 1~ , s~ ~ ~ - ~ ~ x'07 Acres ~ ~ ~ ~ F ~t-f - ~ c2 ~ , ~ ~ ' ',1 1 ~~•~ID-_~ ~ ~ ~ ~ ~ DEVELOPT'1ENT ' ` ~ ~ y. ~ LOT 39' ~ `w., / ~ ~ t 1 ~
~ .d? 1 ~ l3"1 ~ i A o, , , ~ F i w ~'1 ~ T ~ \ 70,768 sq, ft. 1 i ~ 1` tl ~ ~`i
~ ~ o ~ ' q , 119 .,~.r-•- n~ i ~ •Q ~ 7 WETLAND GSA a. _ , m 3 i , - ~ ; q ~ ~Oi 3& ~ ~ 4q 26 ~ sq, ~ ~ h ~ ~ _
- - ~ - ~ 130UNDARY t~ ~a _ _ . 3 ~ r'~~ LOT i4 ~ ~ LOT 33 1 / r _ _ _ . - RN - 9 ~ ~ ~ \ , ~ 41 360 ~ ft. \ 5 ~ ' \ - 1 h \ 1 11 \ \ 4 ~ 1 ~ f""~ i - leg 6 `W ,,~P
bZl. _ ~ BA 1 AR ~-g~ 1 37,421 sq, ft. ` ~ -'w , \ ~ S , , I dr' i °p ~ \ 3 O.q4 Acres , , ,
~ - ~ '~.li 0.85 Acres 9• ~ b, r _ C s ,o , 1 , - oP`t ~ ~ ~ , -i s o _ ' ~ , i ~ - , 30 ~ e ~ r~ T 3't ~ ~ ~ .,I
- ~ l ~1 OAK --a---- : r ~ ~ f ~ , ~ ~ so, Q~ , L~ ~ l.Q ~ 4612 ~ 11 ~ ' 1.05 Acres ~ ~ \
I C . ,9 c , 6 ~ i i , , W i ~ 01~ ~ \ ~ V A ~ ~ l/ \ w v t 6• .r ~ 1 ~i V ~ ~ ~ ~ ~ ~ ~ ~ U
LOT 5 c ~ , a~ , ~ A ~ ~ r~t-0 ~ To 3E Q , , a ~ ;52,148 sq, ft _ o;- ' ~ ~ 26 ~ ~ ~ ~ ~g ~ , L0,
Rtr'~OVED • ~ I 1 ~ ~ _ ~ r 2 ' ~ v v a GIB S l~~ • ( ~ Q,Z3 Acres ~ LOT b ~ ~ ~ ~ ~ ~ v ~ 1 L0~ 32 v C';' vv 50,580 sq, ft.. , + ~ ~ ~ ~ a ~ ~v 180 sG, ft.. ~9 S
' 32 009 s f ~ i . ~ 72 9 ~9 e ft, R- I I a . , , e ~ ~9 ~ a ~ I•I6 Acres C L_----- - ! Q73 Acre, ~ _ 1.67 Acres ~ , 6 Acres w S, /,r / i~ ~.'I~~ / / ~ / ~ ~ ~ ~ A A /
~ ' ~ I t I ~ I LOT 13 ~ v ~ ' ~ ~ ~ q ~ ~ ~ vv ,v ` ~ 6 ~ ~ ~ ~ ~ I 502'55'37"W 0' i I ~ ~ ~ NrB 46, 838 sq, ft. ~ ~ A . ~ V ~ ~ i N ~ ~N ~ tv A ,v V ~I \ / Z
~ 'N ~ - oT ' {~7 Acres ~ ~ ~F ` ~ ~ ~ " 2 - I ~ d ~ , , - ' 32 ~ . C, A - ~ r-- ~ v v 1 , ~ v LOT ' r F \
~ cb ~ ~ ~---F, ~ ~ ,
U b ~ of _ _ 4'02 ~ ~ ~ v )~I Acres , r~o ti o c ~ ~ ~ ~ ~ 192' ~ , - 1S a ~ ~ , Op0 ' ' ~ ~ v ~ ~ ~ v~ 11 1 1 '
~ ~ , ~ ~ ~ A10 ~ 6 ~ ~ , A 9.
C ~1 1.51 0 lJ \ \ GJ2~ ~ k1~ I~- , \ ` ~ i ~ i A^Q v ~ ~ ~ 'I ~ Ip A , t~ 07 ~ ~.OT 4 Z ~ i - , V ' ~ v O, y 4 ' ~ ~ ~ ~i X'a ~ V vp1 \ ~ ~ • N ~i T'h - ,y ac , V \ ~
~ r ~ ~ ~ ~ 40 533 s ft. m! ~ ~ y ! LOT ~ ~ , ~ ~ ~ ~ ~ ~ ~ ' a N~_ LOT 7 3 o ~ y ~ ~ ~'y`, ~ 130,810 sq, ft. A `v ~ i `~7Q ~ 1 ~ \ ~ \ 1
~ , + ~_A~~ ~ 32,000 sq, ft. ~ 0. 'm ~ ~ 1 LOT ~ ~1 .I 3.00 Acres ~}~•~'fC ~ v r ~ -1 t~ ~ 0.73 Acres ~ Q p = ~L ~v, 49,888 sq, ft. ; A `
I j o~; z ~ Y I.(4 Acres N 1~-~ \ ~ , ~ ~ ~ z I 4 , LO , I2 ~ ~ . \ ~ ~ m / \ y~ i . J.10
~ ~ ~ 146,049 sq, ft. ; , ~ • ; ~ "6 a / v
~ i ~ j I~ ~ , t,\ , A fi( Q ` ! ~ ~ ~ 3.3q Acres , ~ t i ~ b ~ 502'55'37"W . L--- , - ~ ~ ~ q' S, / ~ ~ ~ ~
N02 05 37 E 1 ~ ~ ~ . i I SS v~ ~ CON I 200' , ~ ~Q. , 1 ~ ~ ~ _ I ? i / G~ / Rti i / ~j ~a
9 i ~ 2 _ i r i \ t~ Wh ~ ~ ~ Z , i v ~5 w;~ ~ , ~ ~ ~ ~ ~ v ~ -,-,v i Wh / / Q~ i / p• r ~ / ~ 5 I, ALL CONSTRUCTION 0 BE IN ~ ~
~ \ ~ / / ACCORDANCE WITI~ NCDOT AND c;
`t I I - ~ - t i ~\~2 L.~• f~Z~ ~ \ / it ~ ` ' s , ~ L;, v ~ ~ ~ AI ' ~ , / ' i i LOT 8 I' ~ ~ N _ w 1 ~ 24" RGP 'ti,, ~ SS i-' , ~ i i . ~ / L~ TOWN OF MOMEYER SUBDIVISION ORDINANCE, ` i 1R. WI' UR JACKSON ~
, I 1 0 , ~ ~ t \ T CLASS IV LO 3 ~ 31 660 s ft. ~ ( ) 1 ' I a s\ 2. trB ~ 7 3'70 u ~ - ~ •
~d ~ ~ 1- 39 975 s ft. ~o a I i N? ~ `v~ 0 ~ I ~ ~ ~ t0 r cL I ~ 0.72_Acres ~ 0' I ' 1 ~ ~ i , O.ql Acres ~i i ~ ~ q8x v ~ p 1~ v v.1 > ~ - ,1_..
~ ~ t ~ ~ ~ ~ ~ Z! 1 ~ ~ ~ v I; 1 P'a~ s , ~ ~ i i ti ~ ~ 1 ~ _ - ~
i ~ ~t. ry i , I i ~ PHASE I ~ ~ ~ ~ ~ ~ J ~ , ,
~ , w ~ ? f DEVELOPMENT ` N02'55'37"E ~ A ~ "m ~ ' ~v r i ~ 7, ALL DiSTANCLS S~dOWN ARrn ~IGRiZONTAL "'u~~~^~~~~~~;''"
~ Lo T II ~ ~ ~ . o TAR/ PA~i i < ~ v t 171 ~ ~ S\ ? , 5 ' ~ AREA COMPUTED B" CORDiNATE ME-NOD . ~ NO NCGS MONUMENT FOUND WIT~IIN 2000' "
, '502'55'37"W 2B3 130 ft. > S, _ BUr"FER ~ % ~ 1 ~ ' 8, PROPOSED USE OF THIS PROPERTY IS RESIDENTIAL. _ ~ ~ ' J ~ _ . -
I z J } 2~ b 43-A~~ ~ , s i ~ iv 3 , _r
- ~ ~ - ~ V~ R SJrE INFORMATiOfV: ,
1 , ~ FIBER OPTIC ~ ~ ` ~ 9~ LINES RUN ~ ~ ~ L. AREA OF SUBDIVISION 100,01 ACRES c _~,'.•'.~~r~`~ ~h REMAINING AREA 0 0 ~
3 ~N ~ ~ ~ ~ - ALONG LOT 9 ~ ~ rah ~ ~ , ~ ~ ~ _ ~ TOTAL NUMBER OF LOTS = 57 ~ S• HOP ,
R/W. ~ ~ LOT 2 ~ NI_ ' a w' / ~ V ~ 40,001 sq, ft. y. ~ g m ' 0 ~ 0 ~ ~'"~{a,,,,, ~ ,i ~ LINEAR PEST OF STREETS ~ 4,241.4 ~ -
~ , p; 1.05 Acres ,v,- i f ~ ~ ' ~ Qa I Acres , cv ; e 4I,G2 sq, t. / ~ , ~ - AREA OF STREET RIGUT OF WAl' ~ 5.2q ACRES ZONE ~ RA-E
j ~c0 i ,p' O ~ 0.94 Ac, es g ~ 1 r t~ EXISTING ~ ~ Rcv ~ z' ~ , ~ ~ TAX IDEtiTIFiCATION # ?i~&Od4G531 Drawn by.
36" RGP ~ ~ , ~ A , ~ ~ ' ~ 1 / ' / _ 50 TAR/ , EXISTING LAND USE ~ r ESIDENTIAL, MOSTLY VACANT FARM LAND MINIMUM BUILDING SETBACKS TH
BU , ~ I N I ~ 5~~ _ - ~ g FRONT! 30 FiLT
I ` 502'55'37"W - 280 ~ `u~.,v.,~,w.,w N I' I' I p E 4T I t~~ 51DL~ 12 FELT Approved by;
, ~ 200 62 (TOTAL 435.63') ~ 't-{ton! / REAR! 25 FELT ~ SIDE CORNERt 22 FEET
~ / ~ ~ ~ NrB~ ti1T~q~ ~ e; ° - ~ ~ ~,~k~ N5, ~ R S1a~~.C. U~Nu MINIMUM LOT WIDTH 100 FEET AT BUILDING SETBACK s Date: >k~ NS/ ~ R° } ~ i~f' ~ ~ 5~ ~ ~ ~ r 2-27-2005
I; NnB CO 4 ~i ~ 6L ~ ~ ~ D 5 i ~ _ AVERAGE SOT 51Z~ 1,72 ACRES ~ ~ . ~T7G v~l~`f ~ ~ , c~ \ o
, , yy ~ ' Y ~ ~ ~ 30 ERIC ALAN BATCHELDER I ~ ~ ~ EruSc ~ ~ , I i ~ LOT I ~ . ~ ~ s / \ ~ \ SC1 ~ ~ ~,tC ~cErusc r~~ - Y ~A~k~F h ~ ~ `Job Hama:
o, 52 036 ft. g 3 NANCY R. JOI~NSO~~ , ~ ,~,1cE 1' ! ~ ~ o ~ ~ ~ BG' N. D.B. 1383 PG. 542 r S ~ ~ .WETLAND / ~ A ~ ~ ~q ~~-N 5 OU IZ~~ Ct~~ ~l. PNASr ~ LOiS I^~i ~I p~ it . ~'N ~ - 0 ~UASE it =LOTS 23~~1~~1~"-~- rl W~u~RJACKSONLD~lG
o' ~ ~,N ~ ~~i AREA ) ~ Z ,t E ~ ~Nqi P.B. 15 PG. 71 ~~n) / 1 r ~ Z(5~ ' i ! f" ~ J -)N ~ ~ i l5 bEC i7 I~' i~AG~ ~ ~ ~ ~ ~A -rte ~G ~ Z (5 ~ P~IASE I J i m LOTS 42-55 ~ i ~ o ~ < ~ • ~ v~
I '.~Q r ~ / ~ ~ d~ - d~ J7C-t~5 ~ 'AM= 6 ~~A ,'r ~r,~C A~' ,e -C~ f S~Z 1 STRE.. ! N ;.t'e , .~...:r`~,- ti~ R r~ ~ : A ~ . ~r. o Scale:
, o ~ ~ - r ' i ~ ~ r ~ / ~ . ~ -~?•a( aINTON LANE 2,382.31 i..r, I~;M, _ u~ J5•
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