20010828 Ver 1_COMPLETE FILE_20010601

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`O? 9QG Michael F. Easley _
Governor
> y William G. Ross, Jr. Secretary
O Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
• Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: 91 Vl/\ S Fax Number: 66-7-2,
Company: Date: 1 Z ?? I
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No. Of ages including cover sheet:
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Division of Water Quality 2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
V%- Innc's'<O1 Unit: [phone]
\0?6F W A T?c'Y G
o -c
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ 01-0828
Wake County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Jim Adams
909 South Main Street
Wake Forest, NC 27587
Dear Mr. Adams:
Your application for a 401 Water Quality Certification was received in the Central Office on June 5, 2001. According to our rules
(15A NCAC 2H .0507 (A)), if final action is not taken within 60 days, the Certification is waived unless DWQ has objected in writing to
your application. Therefore, DWQ has waived the requirements for a 401 Water Quality Certification for your plans to impact 95 feet of
streams for development of St Andrews Plantation, Phase V as described in your application.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401 Water Quality
Certification will be required.
If you have any questions, please telephone John Domey at 919-733-1786 or Steve Mitchell at our Raleigh Regional Office.
Specifically you must provide for diffuse fkyw of sstormwater discussed in your application. Also no wetland impacts are approved for
lot 126 and 127. Additional written approval would be needed for this impact, particularly if these wetlands are located
YOM, 11 l1 '?
cc: Raleigh DWQ Regional Office
Raleigh Corps Engineers
RaleVh District Office Corps of Engfeess
Central Files
File Copy
Brad Suther, Soil and Envkonmerrtal Consultants
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Jowl Domey
Wedands/401 Unit 1650 Nta3 Serrce Centu Raleigh, NC 27699-1650 Ph: [phone] Fax [phone]
A WWI
R
Customer Service
1 800 623-7748
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical * Construction Materials *Environmental
September 10, 2001
Todd J. Tugwell
Regulatory Specialist
U.S. Army Corp of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
Mr. Todd St. John 7
Mr. Bob Zarz
NCDE - ivision of Water Quality /
W ands Section
21 Mail Service Center
Raleigh, North Carolina 27699-1621
QEI? 14

RE: St. Andrews Phase 5A Dam Repair Plan
4011404 Preconstruction Notification
ECS Project # 8168
Gentlemen:
This letter is to address issues brought up in the letter from Todd Tugwell of June 7, 2001
(attached) regarding the aboveve referenced project. ECS is under contract to engineer
the design changes to repair the dam and bring the dam up to current dam safety
standards. The dam safety issues are being addressed through the NC Dam Safety office.
However, due to the hiring freeze and current backlog at dam safety we do not expect that
approval, and subsequently, construction of the repairs will begin until the spring of 2002.
Therefore, we are forwarding a copy of the draft repair plans with this letter for your
information.
Engineering Consulting Services, Ltd is currently in the process of revising the repair
plans for the St. Andrews Dam. The current repair plan is to cut a rock channel through
the rock outcrop section of the dam to elevation 231.0 that would effectively lower the
lake to the original elevation of the pond. The lake most recently has been maintained at
232.5 which is approximately a 1.5 foot higher water level than the pipe through the dam
was set at previously. A 100-foot emergency spillway will be provided at the north
abutment. The dam height will be set at elevation 235.0. By reconfiguring the spillways
in this manner the dam will still be able to pass the 1/3 Probable Maximum Precipitation
as required by the NC Dam Safety Law for a small size, high hazard dam. Routing of the
100-year flood indicate that very little damage will occur to the emergency spillway
during the 100-year flood. These will minimize maintenance requirements for the dam.
P. O. Box 12015, Research Triangle Park, North Carolina 27709 • [phone] -FAX [phone] • www.ecslimited.com
Aberdeen, MD* • Atlanta, GA • Austin, TX - Baltimore, MD • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA* • Dallas, TX • Danville, VA* • Frederick, MD • Fredericksburg, VA
Greensboro, NC • Greenville, SC • Norfolk, VA • Research Triangle Park, NC • Richmond VA • Roanoke, VA • San Antonio, TX - Williamsburg, VA • Wilmington, NC • Winchester, VA
*Testing Services Only
The repair plans at this time will not involve filling or other impact wetlands since all
new fill will be on the upstream side of the dam. The repair plans do involve relocating
the earth channel spillway to the south so that it flows over rock outcrops rather than over
soil that has been eroding. Because wetlands will not be impacted and because the length
of the stream will not be changed and water quality will be improved due to reduced
erosion we are issuing this letter and the attached PCN Application form as pre-
construction notification rather than application for 401/404 permits under NWP 3.
Should you have any questions or if we could be of further assistance, please do not
hesitate to contact us.
TING SERVICES, LTD.
V. Wilson
Engineer/Vice President
Cc: Steve Backman/John R. McAdams
Chuck Wagner/Millridge
SrAL l
10361
Respectfully,
FROM Panasonic FAX SYSTEM PHONE NO. : 9195566672
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
IN RENIY REFER TO June -7 /, 2001
Regulatory Division
Action ID No. 200120576 & 200120869
Mr. Jim Adams
Adams Developments, LLC
818 South White Street
Wake Forest, NC 27587
Sep. 11 2001 08:41AM P2
F11 ,.
Dear Mr. Adams:
Reference is made to the application of February 27, 2001, submitted on your behalf by
Mr. Steven Stoke of Appian Consulting Engineers, PA for Department of the Army (DA)
nationwide permit authorization for proposed impacts totaling 1.775 acres associated with the
construction of a road crossing and sewer line installation for Phase 6 of St. Andrews
subdivision. Reference is also made to the application of June 1, 2001, submitted on your behalf
by Mr. Brad Suther of Soil & Environmental Consultants, Inc. for DA nationwide permit
authorization for proposed impacts totaling 95 linear feet of stream channel associated with the
construction of a road crossing for Phase 5 of St. Andrews subdivision. The property is located
adjacent to Toms Creek in the Neuse River Basin, west of the intersection of SR 2049
(Forestville Road) and SR 2050, south of Wake Forest, Wake County, North Carolina.
Nationwide Permit General Condition 19 mandates that projects must be designed to
avoid and minimize adverse effects to waters of the United States to the maximum extent
practicable at the project site (i.e., onsite). Your application for Phase 6 does not provide
adequate detail to determine if impacts to ;jurisdictional wetlands have been avoided and
minimized. In addition, in order to fully evaluate your permit application, we must have an
accurate acreage total for all wetland areas disturbed by filling, grading, or mechanized land
clearing activities associated with this phase of the development. The lack of a map showing all
wetlands wid all road Mid lot aliglUILautti makes it wicleat as to whl;thcr additional inipaets will
be required for the completion of this phase of the subdivision.
Likewise, your application for Phase 5 of the development does not appear to address all
impacts that will be associated with build-out of the subdivision. Specifically, the application
fails to mention potential, impacts to wetlands located in lots 126 mid 127, which appear not to be
viable building sites without additional fill, nor does it refer to wetland fill that your site plan
FROM.: Panasonic FAX SYSTEM PHONE NO. : 9195566672 Sep. 11 2001 08:43AM P4
submittal of a DA permit application or wish to schedule a consultation with interested Federal
and State agencies, please do not hesitate to contact me at telephone [phone], Extension
26.
Sincerely,
Todd J. Tugwell
Regulatory Specialist,
Raleigh Field Office
Copies Furnished:
Mr. Steven Stokes
Appian Consulting Engineers, PA
331 South White Street
Wake Forest, NC 27587
Mr. Brad Suther
Soil & Enviromnental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Mr. John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wetland/401 Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
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OF V A rF?
Pre-Construction Notification (PCN) Application Form
QG
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.miI/wetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wet]ands/re_gtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedRegpdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetiands/fees.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a cou esy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: M lU.ME l foUy?'rmt= Co2
2. Agent 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: -t?1loum 1? V, W\l!5b r A, ec--
Company Affiliation: LTo
Mailing Address: V500A to_,:::)tS
2 Fax Number:
1. V'I
- c--4W--U 6 10
Telephone Number:
E-mail Address:
Page 3 of 12
Telephone Number: - Fax Number:
E-mail Address:
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: 'r, kwr-i V2)e_WS ?l tS' -T'taNJ t;l? ctgq
2. T.I.P. Project Number (NCDOT Only): t4&
3. Property Identification Number (Tax PIN):
4. Location
County: tAJPALC- Nearest Town: WPB Vzo-CaT
-
Subdivision name (include phase/lot number): -QT, ^740(L??) ?1k1PsSG
Directions to site include road numbers, landmarks, etc.): /lost UY Mo2W of Alm
/',.o r-W 7- a#V A0VLf4&-r0.'J x4y It S /L4 I VA 2045 - Gv Q 6&-r a J L/G O 4w I u'L
S - awl AZco- O-tkIS /J /"44-7- aAJ !g eU
P4ae-'KAr *;WO of I eHAL.L 1946-nA0 Vyuc-) `zc,"S Cdr- /VcX771 < 4
1 0 1 (M40 AMAPNO)
5. Site coordinates, if available (UTM or Lat/Long): '3`_)cCi? .7 A 18 30.8 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
_GYA5 :a PA? DMA ?t0 p `t' t*J t2 2l C AJJE V (Li-fJ
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): TwIS GP ??
9. River Basin: (15USJ?5 12(x2
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: r-e0h?t/L u, Ca ? 15?
11. List the type of equipment to be used to construct the project: PwL
12. Describe the land use in the vicinity of this project:
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.
nbt,IC'
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:r4o
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: nlll?
Total area of wetland impact proposed: rtv krE
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )

OF ?5?? rl ` nli?'Cr SOILc.x.-?
16S

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 4J
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name
(if applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)
d 1.P,1?E- IZ?'Ti),2wJ 4 ?l/A, E
L0<V-E Nlo

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
_.'?Ei- ? L??l 2c1pPr1,2 l5 PEE[ ? t?S IG+?F? "? 2?'J2?J Tit'""
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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 se araatte sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] t eview current thresholds for environmental documentation.
Yes ? No -
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA fina proval letter.
Yes ? No A"
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Require ts), or other (please identify )?
Yes ? No 97 If you answered "yes", provide the following information:
Page 9 of 12
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 3
2 1.5
Total
Gone t extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
d /1>
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No [r
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

A
Signature
is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fh
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
b and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.coin
Transmittal
NC D QQ
232-1 1,1,,4
21 ,1 e ,'??, N?- Z76oy
We Transmit to you Herewith:
Project Name: S+ Qnje?w}

File:
? Drawings ? For your information and files
? Specifications ? For comment or approval
? Brochures or photos ? Returned for correction, resubmit
? Correspondence ? Approved as noted
? As per your request
Under Separate Cover:
? By mail
;E By courier
? By express
No. Copies Document No. Date Description
o1
Remarks: A44,h,l?d X 01

t.. 1^ V4S ACc? ?,n'+7.11.x,, Y,?T nc. I v ?, •t'I., 'I ?L '??^'? h't? 1? I? c c. o "1

Vak Lo ?rr1C? .
If enclosures are not as listed as above, kindly notify us at once. PA r VMENT
RECEIVED
By.
Charlotte Office: Greensboro Office: Hickory Office:
PMB 291, 3020-I Prosperity Church Road 3817-E Lawndale Drive 910 Boston Road
Charlotte, NC 28269-7197 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
To: Project #: Date: 06/0:;/2001
Z,?jS-
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
Web Page: www.SandEC.com
JUN one
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
June 1, 2001
\r SC P
US Army Corps of Engineers
Attn: Ms. Amanda Jones
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Nationwide Permit 39/Buffer Compliance Request 0108 2 8
St. Andrews Plantation, Phase V
Wake Forest, Wake County, North Carolina
(UTM Coordinates: Zone 17, 724300, 3977000)
S&EC Project #: 2805 PAYMENT
Dear Mr. Dorney and Ms. Jones: RECEIVED
On behalf of Jim Adams (property owner), we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permit 39 for the subject project to cover
permanent impact to a stream channel. We also request written concurrence from the NC
Division of Water Quality (NC-DWQ) that the project complies with the Neuse River
Basin buffer rules. A Pre-construction Notification Application (PCN) is attached, which
includes an agent authorization form.
The proposed project, which consists of a residential subdivision, is located
approximately 3/4 mile southeast of the intersection of Ligon Mill Road (SR 2044 and
Burlington Road (SR 2045). The site is bounded to the west by Ligon Mill Road and is
adjacent to Toms Creek. Please refer to the USGS topographic map attached for the
location of the project. S&EC conducted a detailed wetland delineation and Neuse River
Basin (NRB) Riparian Buffer evaluation on Phase V of St. Andrews Plantation in
December 1998.
An unnamed tributary to Toms Creek is present on the southwestern corner of Phase V.
The applicant proposes to construct a road crossing over this tributary to provide access
to Phase V from the existing St. Andrews Plantation subdivision. The proposed road
crossing will impact 95 linear feet of stream channel and 14,062 square feet / 0.323 acre
of riparian buffer (see impact 1, attached map). As depicted on the attached map, a 55
linear foot segment of channel in the corridor of the road crossing is filled. The channel
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] - [phone] - [phone]
10440
Opp
June 1, 2001
S&EC Project #: 2805
Page 2 of 3
appears to have been filled in the distant past to provide a dirt path crossing, and no
culvert is present. Because no channel is present in this segment, S&EC believes channel
impacts for the 150-foot-wide road crossing corridor total 95 linear feet (see attached
map). The applicant also proposes to construct a bridge over Toms Creek in order to
extend Coach Lantern Way (see impact 2, attached map). The bridge will have no
impacts to Toms Creek but will impact 8,340 square feet / 0.191 acre of riparian buffer.
In order to install a sewer line along the western boundary of Phase V, the applicant plans
to impact 4,430 square feet / 0.102 acre of riparian buffer adjacent Toms Creek (see
impacts 3 and 4).
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre) or if a discharge to a special aquatic
site such as wetlands is proposed. The applicant requested a detailed delineation of
wetlands present on property prior to site plan development in order to avoid
jurisdictional wetlands to the maximum extent practicable. However, an unnamed
tributary to Toms Creek is present on the southwestern corner of Phase V. This tributary
separates Phase V from Thorndike Drive, a street in an adjoining, existing phase of St.
Andrews Plantation. Due to Town of Wake Forest subdivision requirements, this street
must be extended to provide access to Phase V. In order to extend Thorndike Drive and
provide access to Phase V, the applicant proposes to construct a road crossing over the
tributary (impact 1). Please refer to the attached letter of justification from BNK, Inc. for
further explanation of the impacts associated with this crossing. At the northwestern
corner of Phase V, the applicant proposes to construct a bridge over Toms Creek on
Coach Lantern Way (see impact 2). As discussed in the BNK justification letter, the
crossing of Toms Creek is required to provide a collector road connection (Coach
Lantern Way) between Ligon Mill Road and Forestville Road. The applicant proposes to
cross Toms Creek with a bridge in order to avoid channel impacts. Because the applicant
will avoid impacts to Toms Creek by constructing a bridge at the Coach Lantern Way
crossing, and because vegetative buffers will be maintained on-site as required by the
Neuse River Basin riparian buffer rules, S&EC does not believe further compensatory
mitigation should be required by the USACE for this project.
NC-DWQ's current policy does not require written concurrence for wetland and stream
channel impacts below 1/3 acre and 150 linear feet under Nationwide Permit 39.
Because the proposed cumulative impacts to wetlands and stream channels resulting from
Phase V of St. Andrews Plantation does not exceed the aforementioned thresholds (95
linear feet of stream channel), S&EC believes that notification to DWQ is not required.
NC-DWQ's current policy does not require wetland or stream mitigation for wetland and
stream channel impacts below 1 acre and 150 linear feet per tributary. Because the total
cumulative permanent impacts for St. Andrews Plantation is 0.353 acre of wetland, and
because cumulative impacts to the UT of Toms Creek at impact 1 is 95 linear feet, S&EC
believes that neither wetland nor stream mitigation should be required by NC-DWQ.
C-3
m
o Zf
01or
June 1, 2001
S&EC Project #: 2805
Page 3 of 3
As noted above, an unnamed tributary of Toms Creek located on the southwestern corner
of the site is subject to the buffer rules. Toms Creek, which constitutes the western
boundary of Phase V, is also subject. As discussed in the BNK letter of justification, the
applicant proposes to construct a road crossing over the tributary in the southwestern
corner of the site and a bridge over Toms Creek. The road crossing at impact 1 is
required by the Wake Forest subdivision requirements to provide access to Phase V of St.
Andrews Plantation. The Toms Creek crossing (impact 2) is required to provide a
collector road connection between Ligon Mill Road and Forestville Road. Current NC-
DWQ policy allows road crossing without mitigation if the impacts are less than or equal
to 150 linear feet of stream channel or 1/3 acre of riparian buffer per tributary. Because
the project impacts are within these thresholds (impact 1: 95 linear feet, 0.323 acre;
impact 2: 0 linear feet, 0.191 acre) S&EC believes that riparian buffer mitigation should
not be required. Impacts 3 and 4 on the attached impact map depict impacts to Zone 2 of
the NRB riparian buffer on the eastern side of Toms Creek associated with the
installation of a sewer line. As noted in the attached letter of justification, extensive rock
exists in the proposed sewer line corridor. In order to limit the amount of clearing and
blasting needed to install the sewer line upslope from the buffer, the applicant proposes to
place a section of the sewer line within Zone 2 of the buffers. Temporary impacts to
Zone 2 of the riparian buffer resulting from the sewer line total 4,430 square feet / 0.102
acre.
Sincerely,
Bradluther
Wetland Scientist/Soil Scientist in Training
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
St. Andrew's Plantation Over-all (Figure 2)
Phase V Impact Map (Figure 3)
Impact Map Blow-ups (3 sheets)
BNK Letter of Justification
BNK Impervious Surface Calculations
Agent Authorization
c Lb,&4dL1
Kevin C. Martin
President
Opp
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?0F W A TF?Q
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O
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Pen-nit application form is available online at
http•//www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.amiy.mil/wetlands/regtour.litni, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nC.Lis/ncwetlailds to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page I of 13
loop
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will detennine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.anny.mil/wetlands/nwpfinalFedReg_.pdf
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/newetlands/fees.htm]. The fee trust be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
PAYTJIFNT
Page 2 of 13
Opp
Office Use Only: Form Version April 2001
010828
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Jim Adams
Mailing Address: 909 South Main Street
Wake Forest, NC 27587

Telephone Number: [phone] Fax Number: NA
E-mail Address: NA
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent ha s signatory authority for the owner/applicant.)
Name: Kevin C. Martin
Company Affiliation: Soil & Environmental Consultants, Inc.
Mailing Address: 11010 Raven Ridge Rd.
Raleigh NC 27614

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kmartinosandec con
Page 3 of 13
Opp
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 snap
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: St. Andrews Phase V
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1748478250
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): St. Andrews Phase V
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
'/ mile southeast of the intersection of Ligon Mill Road (SR 2044) and Burlington Mills
Road (SR 2045) The site is bounded to the west by Ligon Mill Road and is adjacent to
Toms Creek The site location is depicted on the attached USGS topographic quadrangle
5. Site coordinates, if available (UTM or Lat/Long): Zone 17, 724300, 3977000
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Forested undeveloped
7. Property size (acres): +/- 35 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Toms Creek
Page 4 of 13
00P
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eni-.state.nc.us/a(imin/mai)s/.)
10. Describe the purpose of the proposed work: The purpose of this project is to provide road
access and sewer service to a residential subdivision.
11. List the type of equipment to be used to construct the project: Construction will entail
the use of conventional heavy equipment.
12. Describe the land use in the vicinity of this project: Residential
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.
Nationwide permits 12, 14, and 26 were issued for use on St. Andrews Phase II in June of 1994
(Action ID Number 199402915) These permits authorized impacts to 0.53 acre of wetlands
(0.28 for utility lines 0.18 for road crossings and 0.07 for driveways). 401 Water Quality
Certification was issued for these impacts (DEM Project # 94487). Nationwide Permits 13, 14
and 26 were issued for St Andrews Phase IV in 1997, and authorized 0.1032 acre of impacts
(0.0977 acre for filling and 0.0055 acre for bank stabilization). 401 Water Quality Certification
was issued for these impacts in May 1997 (DWQ Project # 970318).
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None known at this time.
Page 5 of 13
loop
VI.
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, rut,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: > 2 acres
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 fill 95 UT of Toms Creek 3 perennial

* List each impact separately and identity temporary impacts. Impacts Include, out are not nnnted to: culverts ano assoctateu rtp•rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocaticti is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 13
101P
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wvyw.usl,- ov. Several internet sites also allow direct download and printing of USGS snaps (e.g., www_toR( mne.com,
www.ma uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 95 LF
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
"Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant reauested a detailed delineation of wetlands present on the property prior to
site plan development in order to avoid impacts to jurisdictional wetlands to the maximum extent
practicable However, an unnamed tributary to Toms Creek is present on the southwestern
corner of Phase V This tributary separates Phase V from Thorndike Drive an existing street in
an adjoining existing phase of St. Andrews Plantation. Due to Town of Wake Forest
Page 7 of 13
M
subdivision requirements this street must be extended to provide access to Phase V. In order to
extend Thorndike Drive and provide access to Phase V the applicant proposes to construct a
road crossing over the tributary (impact 1 see attached impact map). Please refer to the attached
letter of justification by Bass Nixon & Kennedy Inc. for further explanation of the impacts
associated with this crossing At the northwestern corner of Phase V, the applicant proposes to
construct a bridge over Toms Creek on Coach Lantern Way (see impact 2, attached impact map).
As discussed in the attached letter from Bass Nixon & Kennedy, Inc., the crossing of Toms
Creek is required to provide a collector road connection (Coach Lantern Way) between Ligon
Mill Road and Forestville Road The applicant proposes to cross Toms Creek with a bridge in
order to avoid impacts to the channel Riparian buffer impacts associated with the bridge total
8,380 square feet Impacts 3 and 4 on the attached impact map depict impacts to Zone 2 of the
NRB Riparian Buffer on the eastern side of Toms Creek associated with the placement of a
sewer line As noted in the attached letter of justification extensive rock exists in the proposed
sewer line corridor. In order to limit the amount of clearing and blasting needed to install the
sewer line upslope from the buffers the applicant proposes to place a portion of the sewer line
within Zone 2 of the buffers.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stmigide.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,
Page 8 of 13
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.tis/wm/index.htin If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 9 of 13
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Impact 1, Impact 2, Impact 3, Impact 4,

Zone* UT of Toms Toms Creek Toms Creek Toms Creek
Multiplier Required
Creek (square feet) (square feet) (square feet) Mitigation
(square feet
1 8,764 4,251 ------- ------ 3 NA
2 5,262 4,129 3,650 780 1.5 NA
Total 14,026 8,380 3,650 780 NA
" Gone I extends out 3U teet perpendicular trom near oanK or cnannei; /-one z exrenus an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 10 of 13
Impervious surfaces will constitute 8.15 acres (23.53%) of the land surface of the project (see
attached BNK impervious surface calculations). Standard erosion control devices, such as
temporary sediment basins and silt fences will be used when constructing road crossings on-site.
At the bridge crossing of Toms Creek a 15" stonn drainage pipe from the street will discharge at
the edge of Zone 2 of the buffer. A riprap level spreader will be installed at the end of the pipe
to dissipate stor nwater prior to entering Zone 2 (see attached letter from Bass, Nixon &
Kennedy Inc.)
XII. Sewage Disposal (DWQ Only)
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.
Municipal Sewer.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
C, UIQA- Lkd?, (o /0l /O
Applicant ent's ?ignature 'Datd
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page. I 1 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Coastal Management
1638 Mail Service Center
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Hertford Pasquotank
Hyde Pender
Page 12 of 13
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 13 of 13
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BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
7416 CHAPEL HILL ROAD, RALEIGH, NC 27607
919/851-4422 ¦ FAX [phone]
ST. ANDREWS, PHASE V
Buffer impacts associated with the sanitary sewer installation: Extensive rock is present
in the proposed sanitary sewer corridor. Some encroachment into Buffer Zone 2 is
proposed to limit the amount of blasting required to install the sewer. Sliding the sewer
completely out of the buffer, and up the slope, would entail considerable rock removal.
More clearing would also be required for the installation, as well as, exposing the
adjoining homes to a more extensive blasting operation.
Thorndike Drive buffer impacts: Thordike Drive is proposed to cross a small tributary to
Tom's Creek at a 60° angle. Thorndike is an existing street in the adjoining subdivision
that must be extended per the Town of Wake Forest Subdivision requirements. This
connection is, of course, existing and cannot be moved. The close proximity to the
property line has necessitated a long retaining wall on the upstream side of the street
which is restricting buffer impact, and reducing the length of channel impacted by the
crossing.
Coach Lantern Way Buffer impacts: Coach Lantern Way is part of the existing collector
street system for the Et.-Andrews and Carriage Run Subdivision. This street must be
extended across Tom's Creek to provide a collector connection between Ligon Mill
Road and Forestville Road. A bridge across Tom's Creek is proposed to minimize
buffer and channel impacts. A 15" storm drainage pipe from the street discharges at the edge of
Zone 2 of the buffer. A riprap level spreader will be constructed at the end of the pipe to
dissipate the stormwater prior to entering Zone 2.
.' ' P : '...'OKE FOREST FAX NO. : 919-570-1362 Apr. 10 2001 03:52PM P1
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
7416 CHAPEL HILL ROAD, RALEIGH, NC 27607
919/851-4422 ¦ FAX [phone]
;,,„ MORANDUM
DATE: April 10, 2001
O Kevin Martin
FROM: Harry Mitchell, PE ?_11'_'
REF: St. Andrews Plantation, Phase 5
The Irnpervious cover calculations for the above-referenced project are as follows:
Streets: 3.29 Ac.
Sidewalks: 0.38 Ac.
Average Home with Driveway and Walks: 3,750 SF
Number of Lots: 52
Total House, Diveway, etc.: 4.48 Ac.
Impervious Area Total: 8.15 Ac.
Total Project Area: 34.64 Ac
Percent Impervious Area For Project 23.53%
•
Soil & Environmental Consultants,
244 Wcst Millbrcx>k Road • Ucigh, Nonli< Carolina 27609 ¦ (919) 846-59(x)m l-'nx t 9 t 91 ii,lo .t).i(, I
- AGENT AUTHORIZATION FORM -
ALL BLANKS TO IaflI -LEP IN BY CURRENT LANDOWNER
Name: Jim Adams
Address: 909 South Main Street
Address: Wake Forest, N.C. 27587
Phone: [phone]
Fr-
Project Name/Description: t. Aindrews antation - Phase IV
Date: Feb. 5, 1997
The Department of the Army
U.S. Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington. NC 28402
Attn: 6mL)ty
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize Soil and Environmental
Consultants, Inc. to act in my behalf as my agent In the processing of permit applications, to
furnish upon request supplemental Information in support of applications, etc. from this day
forward. This the ?_ day of FebrLkary 1997
This notification supersedes any previous correspondence concerning the agent for this project.
Jim Adams
tint Owners Name:
ro ert Owners Signature*
cc: Mr. John Domey
NCDEH&NR - DEM
Water Quality Planning
4401 Reedy Creek Road
Raleigh, NC 27607
cc: Mr. Chris Huysman
Soil and Environmental Consultants, Inc.
tinill'?nr I v.1lu.1li4in ¦ Mapping and I>ny???:?1 Analyrit ¦ Wetlands Mapping and Muigatom ¦ 11,%61.1,,1 • : i I ?„
011 Site Wame 'Irvatinew tiystelns, I'.ValUat1011 .ind
I1? •il;n
06-21-01 08:09am From-THE JOHN R HICADAOS COMPANY INC
ACDENR
Sincerely,
Steve Mitchell
Environmental Scientist

.1AM69 O. MUNY JR. August 25, 2000
GovERNOR
'•-Brian Ruff
GILL HOLMAN Appian Consulting Engineers
SECRETARY 841 South Wcsleyan Blvd
P.O. Box 7966
*. Rocky Mount, N.C. 27803

Ay -
Subject:
Meuse River flash
Riparian Buffer Rules
t°' s NBRRO 00-213

n The Park at Saint Andrews
, Wake County

'C
'(. Dear Mr. Ruff.
On June 6, 2000, 1 met with members of Appian Staff to conduct a site visit It was determined tl:al
",property has numerous features that are subject to the Neuse River Basin: Nutrient Sensitive Waters
-Management Strategy; Protection and Maintenance of Existing Riparian Areas, Adm,inistTative Coco
T15A:02B.0233.
`These features are indicated as stream bisecting the subject property with a small tributary, an existing pond,
`and four ephemeral features. The required buffer has been delineated on the subdivision plat. Please he
reminded that new stormwater must be discharged as sheet flow at non-Erosive velocities through the buffer.
i'Mis letter addresses only the applicability of the Neuse Buffer Rules. For information relevant to wetland
'impact, please contact the Wetlands Croup at 733-1786. Thank you for your attention to this mancr and it'
this Office can be of any assistance or if you have additional questions, please do not hesitate to contact n]tl.
cc: RRO/John Domey
Land Quality
;nbrlet.for/nbr00/standrew.213

MAILING ADDRESS
9193612269 7-4711 a 02/09 P-"5
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOUNCLU
I3,AL£IGH REGIONAL. OFr-ICG
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AUG 2 9 2000
APPIAN ENGINEERS
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1620 MAIL 5SAVICL CCNTER, RAL6IGM, NORYM CAROLINA 27699.14510
LOCATION; 7000 UARRETT DRIVE, SUITE 101, RALKIGry, NC 27609
PHONE [phone] FAX 91fl-571-4710
AN EQUAL OrrowTUNITY / AFFIRMATIVE ACTION eMPI.OYCR . 90% RC1;;YCLL0iIO% F05T•4-NSUMeA rAreR
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i
jYetlands Courses
~ Tryon ltd. a Course Bearing Distance
1370 Site s L- ~ / * ~ b zs 4 1 S 8920 09 E 8.89 /
Fq a L-2 S 15°2D 41 E 18.08 B. M. 2000 P .1321 /
A ~ r L-3 .S 1T3948 E 19.82 g ,
m o L-4 S 19'43 53 fl 17.88 ~P ~ 0~ S 89'05 50 E CP w ~ a• L-5 S 32'00 21 " E 40.43 ~ - - - - -
~s3 L-8 S 22'4700 E 49.38 ~ 1'57 ~ %14.70
e~ e ~ q4 2 ~ o~ L-7 S 10"14 48 W 25.93 N 62 t' ~ .4 0 s _ , ~ 12~• ~ yd` ~ti
~ ~ L 8 S 07'20 21 W 38.37 ~ ~ ~ L-9 S 03°19 58' E 41.57 ~ ~ $e q
cP _ - - ~ Ana ~ ~ L-10 N 03°19 58 W 41.85 ~ a ~ w i o ~ Qn
L-I1 N 07"2U 21 E 7 ~ to 9 / a~ 3 , 32 20 Pry va ~ ~ L-12 N 10°14 48' E 23,78 - - -
~ 4~ L-13 N 22'47 00" W i ~ l 48.36 ~ / r 0
L-14 N 32°00 21 W 43.66 ~ ~
L-15 N 1943 53 E 18.85 ~ ^ B. Af. 2000, P .1321 O ~ L-18 N 17 9 / ~ o ~ g O ~
o 3 46 ti 17.07 0 / U~ ~ ~ m L-17 N 15 2U 41 W 13.38 - - ~ ti ~
L-18 N 00°39 51 E 4.98 i V o ~ ~ d L-19 N 15'20 41 W 13.34 ~ o
Lot 8 L-20 N 88°OB 42 E 3.89 100' Neuse Ricer o Wetlands Limit bl
L-21 S 00"39 51 W ~ 8.13 Ri arias .Guffe I 47 s , ft. Dell on H. Holt
L-22 N 88'08 42 E p r q ) L-2 4.47 Measured 50 each L_20 L_22 3 S 1520 41 E B.83 way from the bank L_2J d D. B. 3633, Pg. 817
VICINITY MAP ~ L-z4 S 03°19 58 E so.os / ~ of stream L - - - 4 B. Al. 1985, Pg. 2267
~ L-25 S 03"19 58 E 41.98 L-19 L-23 S 89'20'09'E Not to Scale L-28 S 86'4002 W 8.00 ~ o Lot 8 L-18-~ L-1 270.38' CP
L-27 N 03°19 58 W 42.38 ~ o Wetlands Limit L_17 L-2
LEGEND. L-za N 03"19 58 W so.13 ~ ~ (z4 sq. ft.) ° L-16 L-3
- - Lines Surveyed TP Telephone Pedestal ~ L-15 L-4
Lines Nat Surveyed MH Manhole Right of H'ay Lines Trans. Electric Transformer Lot 7 OI
EIP EIS Extstang Iron Pi e or Stake WM Water Meter Wetlands Limit EC Existing Concrete Monument Esmt. Easement ~ 1 97 s . O
EPIC Exsit' ' ' _ t; .l(, 4 q ft.) rng PK. flan R W Right of-Way ~
PKS P.K. Nail Set /L Centerline ~ ~ ISS Iron Stake Set P.C. Plat Cabinet ~ 1 ti
CSS Cotton Spindle Set D.B. Deed Book 1.922 Acres ~ RRS Railroad Spike M.B. Map Book ~ , r r
ELS Existing Lightwood Stake B.M, Book of Ma s ~ ~ ~
PP Power Pole pp v PIN Parcelldentifier ~ ' LP Light Pole Number ~ ~ ~ 1
OHE Overhead Electric Lines ~ ~ Ac. Acres ° ~ q B. M. 1966, Pg. 2056
CP Computed Point Sq. Ft. square feet o ti 1.351 Acres ~ t -~--L-7
'a NAD 27 North American Datum of 1927 ss• l
NAD 83 North American Datum of 1983 L ~~e °e• ~ ti
N.C.G.S. North Carolina Geodetic Survey CP ~ ~ ~sf~~ 311 ~ ~ h ~~o ~s k 1 J J 66r~1 ~ ] y . 0 CP
NOTES: ms`s • ~ a * s' cP, 9,DA ~ f 3011 102,15') ~'e,, Iron Stakes set at all property corners ~'9 / ( •34'96"r) ~
ii ~`~gb ~ (S 90 . 40' ~ unless noted otherwise. V y ~ ~ c 102 L. 4'36' J h 02.40' g~2
Areas determined by coordinate method CP `2 ~ ~ (124.78') L 5• p0' CP ' All distances/dimensions are Horizontal ' ~ ` ~ ~ C-1 S 89'91 01"~) g = 42 425. 00 CP - -
133.5 ~ ~ ground distances unless otherwise indicated. 1 22.39' = 125. 40' CP
Cp N 86'38 34 "W 155.90' L 00' (Total Cp CP R = 365. ,
Le ~ ~ North Carnlina _ a~an Pl"i V~ L, X t. t e d
Harnett County - _ ~I (a Dedlca
I, Thomas Lester Stanch ce t' ~ ~ - ROadr?ay ~ ~ Pp b l r c r rfj that this plat was drawn under letlands Iamit 1180 R~
my supervision from (an actual survey made under my supervision) 4B1 s . It. (deed description recorded in Book _ as Page Rte, etc.) (other), - ( 9
that the ratio of precision as calculated by latitudes and departures - is 10,000+, that the boundaries not surveyed are shown as broken
lines plotted from information found in Book _ Pa e I I g shaau: I C-2 F O
that this plat was prepared in accordance with G. S, 47-30 as I ~ amended. R7tness my original signature, registration number and seal ~ I I I
this the 27 t~ day of Ju~___, A.D. 2001. `A B. M. 1957, Pg. 53
~ 1 ouooouu ooo~ B00° Donald Ra Mason L J Permanent Construction .onstruction
°o° ~ CAi~O °°o _ I y & I Wetlands Limit 20 Drainage Easement Te Easement
o° 0~.•~$SSI~.••~°oo Surveyor I f(337 sq. ft.) L-28 o ~ • 0 rj o I
o . 4' 7+ o L-1512 o a
° SEAL ~ ° Registration Number n 2 L-1512 a
~ ; q p ; 1 hereby certify that this survey is Donald Ray Mason
o°o~ ~""o of another category, such as the D. B. 1475, P , 577 o p SUgV ~ p recombination of existing panels, a g
°°o~ ~`~oo° division of heirs, a court ordered Curve Radius Length Chord Chord Bear. D. B. 1498, Pg. 288 °°o S L eT ~ survey or other exception to the C-1 385.00 8.01 8.0
o°Dn est 00000 defini ' of sub 'vis'On. _ 1 N 8958'02 N' ououuoa A C-2 425.00 8.01 8.01 S 89"3328 R' NOTE:
T - homes Lester Stanch, .L.S, Retail Development of this property
will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA 100 year Flood Hazard Area as shown an
FE~11A map No. 37183 G 0533 E
Effective Date: March 3, 1992. REFERENCE.
DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
Wetlands Location I'or BOOK OF MAPS 2000, PAGE 1321
BOOK OF MAPS 2000, PAGE 1606
Revisions: Surti°ey For: STANCIL & ASSOCIATES,
08-01-01 1 ar I1 Ves men , n c.
Registered Land Surveyor, P.A.
3427 Patterson Ave., ii'inston Salem, NC 27105 96 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 b
Phone: [phone] Fax: [phone] ~
TOi1'NSNIP: ST. MARY'S COUNTY:• fYAhE ' DA, DATE: 07-27-01 SURVEYED BY. FIELD BOOK
30 o so STATE: NORTH CAROLINA FB-35-C-38 w
SCA SCALE: 1 60' DRAWN BY- JMT DRAWING FILE NO. E
Horizonte] Scale ZONE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 C
0-2127 CHECKED & CLOSURE BY. L frSM-1414 -B

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ENGINEERING CONSULTIrIG SERVICES, LTD.
P.O. BOX 12015
RESEARCH TRIANGLE PARK, NC 27709
[phone]
(919) 5454-1735 ~T [phone] FAX
ENGINEERING CONSULTING SERVIC Y S D.
P.O. BOX 12015 5
RESEARCH TRIANGLE PARK, NC ~K C 2 09
[phone] MILLRIDGE INVESTMENT CORP. 2 909 SOUTH MAIN STREET
WAKE FOREST, NC 27587
[phone] FAX
919-556-5418
Px01ECT:
ST. ANDREVPS PLANTATION DAM
WAKE FOREST, NC .
NOTES:
ST. ANDREWS PLANTA WAKE FOREST, NORTH CARO ECS, LTD. PROJECT NUMBER 81
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\ ~ i
o. ~ ~ ~ \ I I / / ~ 4 ~ / w ~ I ~ 158 ~ ~ I ~ I - - ~ / ~ \1 ~ ~ ~ I / ~ \ ~ I / /
\ ! I I \ ~ 0.55A a / / ~ / ~ / ~ i ~ ~ i ~i ~ ~ ~ I ~
. ~ \ ? I i 1 .61A N I / / / ~ i 151 1631 rsa ~ ~ / ~ ~ I / / / , ~ ~ ~ I /
1 n ~ 82 I 1 / / ~ ~ ~ 7 ~ ~ 1 ~ ~ / ~ 1 / / / / / ~ I /
~ 5 9 I 1 / ~ ~ 1 ! / / a~ 1 1 ~ ! 1 ~ / ~ /1 / /
~ I ~ ~ ~ .SSA I 1 \ I / / / ~ 1 ~ 1 ! 1 I / / / ~ I / / / / ~
• _ ~ \ ~ 7 I i / t 99 ~ is 35 4 1 I / / \ ~ ~ / / / . / ~ I / / / / ~ t
4i l .45A 1 I \ I I / 42A 1 I ~ i tl , 1 \ I r \ ~ ~ ~ I / / ~ / /
I , I 2 10571 \ I I 55~ h I ~ ~ / \ I ~ t ~ ` t ' / ~ / ~ / /
1 29 Nj ~ I 0.61A I n \ \ I I \ ~ 1 t t ~ / l / ~ r t ~ /
~ I ? I 4, I~ 1 I I ~ 1 22 ~ I 9436 s~ 0.56A I \ / ~ - ~ / I JOB N0. 8168
0.57A 1 ~ / ~ / 1 I I I I s I I ~ / / / i / I
• ~ \ 3453 1 I ~ / / 6453 I 1 I / ~ / /
21 I ti n 1 I 1 ~ 69 ~ ~ ~ ?s / I I I \ / w I I ~ ~3 I / ~ SCALE 1 =:100 / / 1
~ 1 I I J I I NI / I I / ~ i ~
I ~ 1• I ! 1 / 0 3A i / I I I a ~ k / ~ t24 o / I 1 I 1 / / , t ~ ~ ~ DRAWN CSC 5/00
1 ~ ~ ~ 0.68A I X314 ~ / I / / I I r / !
• ~ I l I I 8 ti 85 1 / 1 / / 0.48A 0.52A 0.5 ~6 3322 I I I _ / :I I r 1~+~, APPROVED
~ l I I / I 1 1 ~ n B / i' J I 1 1 / \ \ aSH
5380 6390 ~ / ! I ~ / / i 8 9 0~ 1 / 1 / / ~ ~ / i ~ / ~ / - ~ ~
/ / / / 7 ~ ti ~ o.7oA / / / / E ~ / / / \ ~
20 I 0 / / / / / / ~ / ~ / / I 2245 / / / L / / / / ~ ~ 100.5 A < DRAWING N0. / / / Jll
1~ i ~ I / / ~,0 ~ ~S 1 l ! 1 / I / ~ n~ / / \ t~3k1 L
.}gr 128 Uy / r 9~ 87 /rt / I 1 / / i \ 8250
3501 X05 ~6 -%k 0.66A / ~ ) I 1 1 V 1
12 90 1166 6 /e I l • 04 88 \ e 1 1 I 1 9*7 17 112 8 r \ \
e / I

i
1 ~ ~i i
i
1 ~ ~ ri ~ . ~ / i ~ ~ i ~ ~n
i ~ , ~
~ ~ / ~Z
I ; ` ` / _ i ~ ~ ~~11 3~ SS E~EMEN= ~i i i~~
~x
30' SS EASEMENT ~ oc
i
A ~ N / / ~ i~ ~ v
W
/ . i~ &
~I ` \ ~ /
V~/ . E . ~ . ,
~
232.5' I / ~ • /
I 23 ~ ~ ~ / , ~
~~o~~SEn 231- ~ ~ ~
~ ~ / ~ I/ ~
. ~ a
/ i~ Vti~
/ -2~ ~ f z : ~ 9263
~ - ~
_ /
/ ~ • 1 i i 1 ~ ~ 4 i q q I ~ ~ , ~ . i \ o r,°4 rn 3 v
\ ~ / O / ~ I / ~ ~ a
B
_ F
~ ~ ~ ~ ~ PROPOSED EMERGENCY SPILLWAY WAY ~ ~ ~ ~ % ~ ~ a ~ ~
~ ~ ~ ~7~i ,
~ ~y ~ ~ ~ ~ PROPOSED 231 . D'
_ / r 4~ / i ~ ~ EXISTING BUILDING TO BE REMOVED
SOLOPE ~Yfr~l Z~F~` Z/~c~.~lE / i i ~ ; ~ ~ 0.
Ro' OF 24" DIP, 2~ SLOPE
1 ~fMENT ~ I `n 4' I ~ 2_n~ f A`` ~ ~ N ~ ~ ~ ~ 1 , ~ ICU ~1~ SPILL~~Ibt'~ ~~~G,.lA-C~~ T~
DAM # 1 ~ ~Vlt~~ ~ ~ , ~ ~ , ~ ~ ~ ~
/ ~ _ 1 ' \ STONE CHECK DAM ~ ~ 20 / . 1 SS Eq_ ~
~ ~MEN~ ~ i l i l i i l ~
~ 1 TEMPORARY DIVE Y DIVERSION ~i / ; / % ~ i / ~ ~ ~ z ~
/ \ v 6' DEEP l i I ~ l ~ w C5
/ ~ , ~ . 0 8' WIDE X 6' D ~ ~ ~ \ ~
230_ ~ ~ 35' WIDE TOP
:TOP OF DAM=2~3~.0 / i I ' ~ ~ l ~ ' ~
~ ~ 2.5H:1 V S / ~ 1~~, V SLOPE ~ . ~ ~ ~ ; ~ . ~ . \ ~
20Sq`AR` ~~JTO C~~I-iFLCK .DAM #2 ~ J / j~~ ~ o.. \ \ ,
~ / ~ ( ~ I ~ ' ~ REVISIONS
a : ,
/ N o ~ I I I 1 ` CSC 6/00
~ ~ ~ tee. ~ , N ~ ~ ~ I ~ ` ~ DRB 6/01
j ~ ~ ~ ~ 1 j 1 X
~ I ~ ' / OPEN SPACE ~ \ ~
A / ~ ~ ( j 1 `i I ~j ~ ~ /
T ~ ~ ~ ~ ~ \ ~ ~ ~ 1
~9~~ ~ ~ i SILT FENCE'S / ~ / ~ , ~ \
~ \ ~ ; ~ ` ~ I ~ ' JOH N0. 8168
~ (246)
\ SCALE 1°=40~
~ ~ ~ /X148 11 ~ ~ \ nxnwx csc shoo
i ~ \ \ ~ 1 1` \ \ ~~«a \t APPROVED
1 \ \ ~ ~atH CAgp~ ~ \
X85 / ~ I ~ ~B ' / / ~
\ ~ ~ - J \ \ ~~E~Fj ~ G~/° I DRAWING N0.
$f
~ . \ 1 / ~ ~ ~t
1 \ t X01 v u,
U.
. 1 / \
1 ( / / I \ 1

i
245 ~,5,~, W
~ C7 .7 p
V1 t` W N
U 5 ~
a z ~ •c~aw
O ~~p
X02 W.~..r x+0.1 10
240 ~ - ~ a~ ~•r I
]o~cn~ ~ oa c~ ~ M
0
/ U~
EXISTING TOP DAM' = 233.51 r ~ ~
U ~ W
235 ~ - - ~ W w
~ _ N t9 w
z a EXIS~'ING CHANNEL SPILLWAY w
230 - - -
= l.D
- - 3Z~~ ~
- - a ~ G s. ~ A
225 - - ~ - - o a; oo ~ U ti~ ~ ~
ENCH BACKFlLL INTO D(ISTING )EXISTING ~ ~ o ~
INS q~N m ; a~ V ~ of '
z ~ t~
ma'y` I ~ o
v ,~C~-~ E ~R.~, l,L ~ l~ Co a~ - ~ ~ a ' y v ;n
220 = f~~ D-~~-,A.11~~- - ~ ~o rn ~ a f A, Al O W
o b~ u w
~ ~
~o~~
~ ~ ~ ~
a
215 0 w
a
~ w
~ a
w
- - TEMPORARY DNERSION CHANNEL JNEL a
210
CROSS-SECTION A-A, PROFILE OF IMAM LO VERTICAL SCALE 1 "=4' a~ ~
w 0
HORIZONTAL SCALE 1 "=40' 0 Aa
em ~ ~
~ x ~
= 5 0 'a •
U
240 A~
v 0
. _ w
w
o
235 a
o z
REVISIONS

230 ~ ~ DRB 6/01 ~`~E
=2~ .o' $ o of
3
225
220
JOB N0. 8168
. - SCALE As Shown
215 DRAWN CSC 5 00 /
APPROVED
,,,,1u~nh,, CA
~H RO a ~ l~ A H
~ E ~ • ~ ~ DRAWING N0.
CROSS-SECTION B-B, PROFILE OF EMER
S Ill o I . ti
V GEC I II.HL J4,Hl_C I ='t
y~ 6r1~ 5
HORIZONTAL SCALE 1 "=40' Y

35' ,-~35o PROPOSED TOP OF DAM SLOPE ~ 1.5H:1 V ALL AROUND
EXCAVi4TI0N FOR DUCTILE IRON PIPE ~ ~
z
ny. c~,Y ~n c~~.
~N MiN~~
240 240
. ~a~w~
2.5
z ~ r~ arc ~v~~ - 2~~. a
~ ` ~
a
220 ~ - ~ - - ' _ . _ ~ 220
~ , ; -
210
- d ~
~ Q
EXCAVATE TO ROCK N L.' E ~y~ ~ 0 V
SURFACE v ~ V a ~ .C
~ z q o
>~v ~ a z

o~, ~ ~ v ~
~
DAM CROSS-SECTION THRU SPILLWAY ~ ~ ~
VERTICAL SCALE 1 "=10'
0
HORIZONTAL SCALE 1 °=10' ~a a
VIEW WEST-EAST
a
35,
~-Z PROPOSED TOP OF DAM
I
X234.0 EXISTING TOP OF DAM
d
2.40 240 a
1
° C, • U
0
~ w U
220 220
x
1 O REVISIONS
BENCH NEW FILL INTO EXISTING DRB 8/01
FILL OR SOIL - SEE DETAIL BELOW
' NEW CORE TRENCH, 1 ENCH, 1:1 SIDESLOPES g ~~.f 8/3% ~
TO 5' DEEP OR TO R )R TO ROCK
0
BENCH NEW FILL INTO EXISTING
WITH SHEEPSFOOT ROLLER
DAM CROSS-SECTION THRU EMBANKMENT
VERTICAL SCALE 1 "=10' JOB N0. 8168
HORIZONTAL SCALE 1 "=10'
~ SCALE As Shown
VIEW WEST-EAST
~ NEW FILL
2.5 ~i\\ ~ nxnwrr csc s/oo
SLOPE 2.5H:1 V ~~i \ \ APPROVED
EXISTING FILL OR SOIL i~/i~/i~//~//~/~„„,.,„,,,,, /
~O~~H ~A~~~ N DRAWING N0.
uL.l`IVI Iil`IV V1... I /"11L vL ML I 0
10361 2
~y Fy a o NOT TO SCALE c
l1y Y, ~
o

0
4
D
ENGINEERING CONSULTING SERVICES, LTD.
P.O. BOX 12015
' RESEARCH TRIANGLE PARK. NC 27709
[phone] (919) 5454-1735
8' MAXIMUM [phone] FAX
SILT FENCE
CLIENT:
MIIZRIDGE INVESTMENT CORP.
909 SOUTH MAIN STREET
WAKE FOREST, NC 27587
919 556-5418
PROJECT:
MIN 10 GAUGE ST. ANDREVYS PLANTATION DAM > SILT FENCE
3 -0
LINE WIRES WAKE FOREST, NC
MIN 12 1/2 INCH GAUGE EROSION AND SEDAIEENT
INTERMEDIATE WIRES CONTROL DETAIIS
NOTES:
GROUND SURFACE
t n
2 -0 MIN
NOTE:
SILT FENCE T 0 HAVE
MINIMUM 12" ° COVER
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
od
NOTE:
HEIGHT AND WIDTH OF CHECK DAM
BASED ON EXISTING TOPOGRAPHY
AND REQUIRED SEDIMENT STORAGE
N0. REVISION DATE
JI
WIDTH VARIES
#1 RIPRAP
0
~H:1V
MAXIMUM STORMWATER ELEV
1' MIN PROJECT NUl®ER 8168
SCALE AS NOTED
EXISTING BOTTOM WIDTH VARIES DRA1fN BY DRB 6/01 ' (STING GRADE
APPROVED BY BVW
. SERI,
1 RIPRAP
EXISTING GRADE
_ .
IIIMh/
STONE CHECK DAM DETAIL / SPIFFY N0: CA "'~r - ~~H Rp a - p •
NOT TO SCALE • ~ E
. ~ ~
%#L ML
a, 10361
~~i ~CtpEE~' o
_

VICINITY MAP
Not to Scale
LEGEND:
TYetlands Courses
Course
Bearing
TP
Distance
L-1
S 89'20 09
E
6.89'
L-2
S 15°20 41
E
16.08
L-3
S 17°39 46
E
19.62
L-4
S 19'4353
W
17.68
L-5
S 3,1'00','l '
E
40.43
L-6
S 22°47'00
E
49.38
L-7
S 10`14 46
W
25.93
L-8
S 07'20'21
W
36.37
L-9
S 03'19 58
E
41.57
L-10
N 03'19 58
W
41.85
L-11
N 07`20 21
E
37.32
L-12
N 10'14 48
E
23.76
L-13
N 22'47 00
'W
46.36'
L-14
N 32°00 01'W
Sq. Ft.
43.66
L-15
N 19°43'`3
E
18.85
L-16
N 17'3946"
N
17.07'
L-17
N 15.20 41
W
13.36"
L-18
N 00'3951
E
4.08r—
L-19
N 15" 41'W
13.34'
L-20
N 86'08 93
E
3.(igr—
L-21
S 00'39 51
W
8.13
L-22
N 66'06'42"
E
4.47
L-23
S 15"20'41
E
8.83
L-24
S 03°1958
E
60.06
L-25
S 03°19 58
E
41.98
L-26
S 66°40 02
W
8.00
L-27
N 03-1956
W
42.36'
L-26
N 03-1956
W
60.13
NAD 27 North American Datum of 1927
NAD 83 North American Datum of 1983
N.C.G.S. North Carolina Geodetic Survey
NOTES:
* Iron Stakes set at all property corners
unless noted otherwise.
' Areas determined by coordinate method.
• All distances/dimensions are Horizontal
ground distances unless otherwise indicated.
North Carolina
Harnett County
r, Thomas Lester Stancil, certify that this plat was drawn under
my supervision from (an actual survey made under my supervision)
(deed description recorded in Book --ass--, Page _Ref.-, etc.) (other),
that the ratio of precision as calculated by latitudes and departures
is 1: 10,000+, that the boundaries not surveyed are shown as broken
lines plotted from information found in Book _ids _, Page -shown;
that this plat was prepared in accordance with G. S. 47-30 as
amended. Witness my original signature, registration number and seal
this the 9 -Z --UL day of Jud, A.D. 2001.
Q�Opp0000pa0� � �
000��g COOS o000 _
000 04 .•� .......
S S I� .• r0000 Surveyor
SEAL •. o Registration Number
S L-1512 9
o A 0�y� ,� o I hereby certify that this survey is
of another category, such as the
000 ••.� sup"4 fi o recombination of existing parcels, a
00� ••••••• �`a000 division of heirs, a court ordered
oS o surve or other exception to the
oo&Op�0�0,UU�40o defin�' of sub 'vis n. j
homa s Lester Stancil, L.S.
--- CP
i
i
i
B. M. 2000, Pg. 1321 _ _ —
�CP S 89'05'50 E i CP wg
21,57 E" 114.70' —7 ��/ —'—
N 7i2.62' /�yfi� �- ~��
20' Private
o�
0
R. Af. 2000, Pg. 1,721
i I ?
Lot 6
I o
100 Neuse Ricer Wetlands Limit
Riparian Buffer 1 ' _ x1(47 sq. ft.)
Measured 50' each
way from the bank
of stream
Lot 8
o Wetlands Limit
✓ (24 sq. ft.)
0
1.922 Acres
L-20 {i
L-19----
L-18
L-17
L -16—
L-15 —
L-22
L-21
r --L-23
C ,�
S 89°20'09'E
270.36'
Lot 7
Wetlands Limit
_
(1,974 sq. ft.)
L-7
0
1.351 Acres
O
M
O
M
Dell on IL Holt
D. B. 3633, Pg. 817
B. Al. 1985, Pg. 2267
35
f986, Pg. 2058
1-015�CP }je [311]IMF,
�. oP
s d, 06 � �`t [301 ] (102.15 ) 61, Q
S g0.34'.36
CP ii�� �9y / / _ 10 2. 4-0
'
`�, / .N) L
V (124.78')
'
I / C-1 ►� (S 83'31'01 R 425. 00CP
133.51 22.39' L = 125' 40 CP
CP N 86'38 :34 "W 155.90 (Total)C366-00— —
CP
, I R =
Leagall Drive Ext.Dedicated) — —
_ Roadway '41 I_160 ' R i9 (Yu b j 1
—� JWetlands Limit /
— — (481 sq. ft.)
I C-2 / O
\ I / I I B. M. 1957, Pg. 53
O Donald Ra Mason
Wetlands Limit `�Permarrent Construction
3' —� & 20' Drainage Easement
,l(337sq. ft.) L-26�---------
FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA 100 year
Flood Hazard Area as shown on
FEMA map No. 3718.3 C 0533 E
Effective Date: March 3, 1992.
Re vision s:
08-01-01
30 0 60
Horizontal Scale
Donald Ray Mason
D. B. 1475, PA.,, 577
D. B. 1496, Pk. 286
TYetlands Location For
Survey For:
Pillar Investment, Inc.
3427 Patterson Ave., Winston Salem, NC 27105
TOTYNSHIP: ST. MARY'S
STATE: NORTH CAROLINA
ZONE: I-1 &R-10 PARCEL NUMBER:
COUNTY. WAKE
1702-40-9254 & 1702-50-2127
NOTE:
Retail Development of this property
will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
REFERENCE:
DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
BOOK OF MAPS 2000, PAGE 1321
BOOK OF MAPS 2000, PAGE 1606
SA I.- &ASSOCIATES,
Registered Land Surveyor, P.A.
98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501
Phone: [phone] Fax: [phone]
DATE., 07-27-01 SURVEYED BY: FIELD BOOK
FB -35-C-38
SCALE. I" = 60' DRAWN BY. JMT DRAWING FILE NO.
CHECKED & CLOSURE BY:' ,/C^, If L yYSM—.1414 —B
6 -
le le
M
J
Lines Surveyed
TP
Telephone Pedestal
— — —
Lines Not Surveyed
A111
Manhole
— —
Right, of Way Lines
Trans.
Electric Transformer
EIP/EIS
Existing Iron Pipe or Stake
WM
Water Metei
EC.M
Existing Concrete. Monument
Esmt.
Easement
EPK
Exciting P.K. Nail
R/W
Right -of -Way
PKS
P.K. 1�ail Set
/L
Centerline
ISS
Iron Stake Set
P. C.
Plat Cabinet
CSS
Cotton Spindle Set
D. B.
Deed Book
RRS
Railroad Spike
M.B.
Map Book
ELS
Existin 4ghtwood Stake
B.M.
Book of Maps
PP
Power ole
PIN
Parcel Identifier
LP
Ligh t Pole
Number
OHE
Overhead Electric Litres
Ac.
Acres
CP
Computed Point
Sq. Ft.
square feet
NAD 27 North American Datum of 1927
NAD 83 North American Datum of 1983
N.C.G.S. North Carolina Geodetic Survey
NOTES:
* Iron Stakes set at all property corners
unless noted otherwise.
' Areas determined by coordinate method.
• All distances/dimensions are Horizontal
ground distances unless otherwise indicated.
North Carolina
Harnett County
r, Thomas Lester Stancil, certify that this plat was drawn under
my supervision from (an actual survey made under my supervision)
(deed description recorded in Book --ass--, Page _Ref.-, etc.) (other),
that the ratio of precision as calculated by latitudes and departures
is 1: 10,000+, that the boundaries not surveyed are shown as broken
lines plotted from information found in Book _ids _, Page -shown;
that this plat was prepared in accordance with G. S. 47-30 as
amended. Witness my original signature, registration number and seal
this the 9 -Z --UL day of Jud, A.D. 2001.
Q�Opp0000pa0� � �
000��g COOS o000 _
000 04 .•� .......
S S I� .• r0000 Surveyor
SEAL •. o Registration Number
S L-1512 9
o A 0�y� ,� o I hereby certify that this survey is
of another category, such as the
000 ••.� sup"4 fi o recombination of existing parcels, a
00� ••••••• �`a000 division of heirs, a court ordered
oS o surve or other exception to the
oo&Op�0�0,UU�40o defin�' of sub 'vis n. j
homa s Lester Stancil, L.S.
--- CP
i
i
i
B. M. 2000, Pg. 1321 _ _ —
�CP S 89'05'50 E i CP wg
21,57 E" 114.70' —7 ��/ —'—
N 7i2.62' /�yfi� �- ~��
20' Private
o�
0
R. Af. 2000, Pg. 1,721
i I ?
Lot 6
I o
100 Neuse Ricer Wetlands Limit
Riparian Buffer 1 ' _ x1(47 sq. ft.)
Measured 50' each
way from the bank
of stream
Lot 8
o Wetlands Limit
✓ (24 sq. ft.)
0
1.922 Acres
L-20 {i
L-19----
L-18
L-17
L -16—
L-15 —
L-22
L-21
r --L-23
C ,�
S 89°20'09'E
270.36'
Lot 7
Wetlands Limit
_
(1,974 sq. ft.)
L-7
0
1.351 Acres
O
M
O
M
Dell on IL Holt
D. B. 3633, Pg. 817
B. Al. 1985, Pg. 2267
35
f986, Pg. 2058
1-015�CP }je [311]IMF,
�. oP
s d, 06 � �`t [301 ] (102.15 ) 61, Q
S g0.34'.36
CP ii�� �9y / / _ 10 2. 4-0
'
`�, / .N) L
V (124.78')
'
I / C-1 ►� (S 83'31'01 R 425. 00CP
133.51 22.39' L = 125' 40 CP
CP N 86'38 :34 "W 155.90 (Total)C366-00— —
CP
, I R =
Leagall Drive Ext.Dedicated) — —
_ Roadway '41 I_160 ' R i9 (Yu b j 1
—� JWetlands Limit /
— — (481 sq. ft.)
I C-2 / O
\ I / I I B. M. 1957, Pg. 53
O Donald Ra Mason
Wetlands Limit `�Permarrent Construction
3' —� & 20' Drainage Easement
,l(337sq. ft.) L-26�---------
FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA 100 year
Flood Hazard Area as shown on
FEMA map No. 3718.3 C 0533 E
Effective Date: March 3, 1992.
Re vision s:
08-01-01
30 0 60
Horizontal Scale
Donald Ray Mason
D. B. 1475, PA.,, 577
D. B. 1496, Pk. 286
TYetlands Location For
Survey For:
Pillar Investment, Inc.
3427 Patterson Ave., Winston Salem, NC 27105
TOTYNSHIP: ST. MARY'S
STATE: NORTH CAROLINA
ZONE: I-1 &R-10 PARCEL NUMBER:
COUNTY. WAKE
1702-40-9254 & 1702-50-2127
NOTE:
Retail Development of this property
will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
REFERENCE:
DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
BOOK OF MAPS 2000, PAGE 1321
BOOK OF MAPS 2000, PAGE 1606
SA I.- &ASSOCIATES,
Registered Land Surveyor, P.A.
98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501
Phone: [phone] Fax: [phone]
DATE., 07-27-01 SURVEYED BY: FIELD BOOK
FB -35-C-38
SCALE. I" = 60' DRAWN BY. JMT DRAWING FILE NO.
CHECKED & CLOSURE BY:' ,/C^, If L yYSM—.1414 —B
6 -
le le
M
J

iYetlands Courses - - -
~
Tryon Ra. a Course Bearing Distance 5 /
1370 Site a zsaa L-1 S 89°20 09 R 6.89 / ~ ~ m o L-2 S 15"20 41 L' 16.08 B. D1. 2000, Pg. 1321 / i -
~A ~ L-3 S 1T3940" E 19.62 /cP S 89°05'50 E cP Wy A Po o L-4 S 19°43 53 Pr" 17.68 i - _ _ _
~ a L-5 S 32°OU 21 " F,' 40.43 ~--,^'E~ 114.70' _ ~ / 1 57 / - -7
ti ~s3 L-6 S 22"47'00 F' 49.38 / 74`2 ~ ti, ~ ,q
~ ~ L-7 S 10°14 48 W 25.93 / N 24.62 / 6~ ~ / s - S 7'20 21 W 36.37 ~ / / e ~ 4~ 3 L_8 0 ~ a~ / w
o L 9 S 03°19'58 Is' 41.57 , Cp ~ ~ ~ ~ ~ w~
L-10 N 03°19 58 N' 41.85 / eta / a~ / _ 7. / 20 Private , ;ti~co r`I
L I1 N 07°20 21 I' 3 32 , ~ ~ S .7s - - ~ 4 ~ L-12 N 1014 48 E 23 /
L-13 N 2247 00 A 46.36 ~ / / / ~
L-14 N 32'00 21 N" 43.66 ~ / ~ N. M. 2000, Pg. 1321 L-15 N 19'43 53 I' 18.85 / / ~ ~ MM
y i ~ x L-16 N 17°39 40' II' 17.07 _ _ ~ /
°o N a ~ ~ L-17 N 15°20 41 N' 13.36 / ~
~ ~ti ~ L-18 N 00'39 51 F.' 4.98 / / N ~ o I Lof 6 d L-19 N 15°20 41 13.34 / o Wetlands Limit
L-20 N 86°08 42 E 3.69 r 100' Neuse River I ~r ~(4q sq. ft.) Dell on H. Holt ro D. B. 3633, Pg. 817
L-21 S 00 39 51 W 8.13' Riparian Buffer L-22 N 06'08 42 E 4.47 Measured 50' each L_20 L-22 B. Al. 1985, Pg. 2267
_ ,83 way from the bank L-2~ L 23 S 15°20 41 E 8 q
L-24 S 03°19 58 E 00.06 / ~ of stream t- - L-23 S 89'20'09"E VICINITY MAP ~ - °1958 E 41.98 0~ ' L 270.36' CP
~ L 25 S 03 Lot B L 18 L-1 Not to Scale L-26 S 86'40 02 W 8.00 ~ ° Wetlands Limit L-17 L-2
L-27 N 03°19 58 W 42.38 ~ o ~ (24 sq. ft.)
LEGEND: L-28 N 03°1958 W 00.13 0 L-16-' `L-3
ve ed TP Tele hone Pedestal ~ L-15 L-4 Lines Sur y Lot 7 OI
- - - ve ed MH Manhole >1'etlands Limit Lines Not Sur y
Right of }Y'ay Lines Trans. Electric Transformer ~ x(1,974 sq. ft.) EIP EIS Extsting Iron Pipe or Stake WM Water Meter
EC Existin Concrete Monument Esmt. Easement g Q EPK Exciting P.K. Nail R W Right-of-Way U O O ~
PKS F.K. Nail Set /L Centerline
ISS Iron Stake Set P.C. Plat Cabinet 1.922 Acres P ~ CS.S Cotton S indle Set D.B. Deed Book ~ " r r
RRS Railroad Spike hI.B. Map Book ~ ~ ~ p ~ ~ ~ ELS Existin Lightwood Stake B.M. Book of Ma .s V
Power Pole PIN Parcel Identifier ~ PP v~ N B. M. 1986, Pg. 2058 q
LP Light Pole Number o ti 1.351 Acres OHE Overhead Electric Litres Ac. Acres
' t S. Ft. s uare feet ~ I L-7 CP Computed Potn q 9 ~ ~ ~
~ ~s sib ~ ti ~ ,
NAD 27 North American Daturn of 1927 L ~ ass m f / ~ h NAD 83 North American Datum of 1983 ~ °s'~qa 311 I I e CP
CP r J ~ 6,.~1 j ] v N.C.G.S. North Carolina Geodetic Survey ~s 6 j301] (102.15~),~, a ~ ~ ) (102.1
s' c9. `~~q~, / S 80 34'36 NOTES: h~ / f , 102, 40 80'34 r~ 102. 40' R~ - -
• es set at all ro ert corners ti.9 / Iron Stak P p y Cp y h / ~ (124.78') L 425. p0, z 425.00 CP
unless noted otherwise. / ~ S 8g91'Ol"~) R ' Areas determined by coordinate method. ~ 133.51' / C-1 ( , 40~ CP
All distances dimensions are Horizontal ~',5' 22.39' L ' 125 0' /
ound distances unless otherwise indicated. I CP N 86'3834"!f 155.90 (Total Cp Cp R m 365° 0 gr I I Lea a'aIl ' ~ ~ at e d ) ed)
_ t, Ilse EXt. ~ w edlc ~ ~ ~ ~ ~ • c D
Korth Carolina Aarnett County / Roadwaq ~ y / Publ1
- - 1160 R/~ Wetlands IJmrt I, Thomas Lester Stancil, certify that this plat was drawn under ~ (481 sq. It.)
my supervision from (an actual survey made under my supervision) - -
dred description recorded in Book _ a_s__, Page _Re[_, etc.) (other), ~ that the ratio of precision as calculated 6y latitudes and departures ( \ I O
's 10 000+ that the 6ottndartes not stuveyed are shown as broken I C-2 t 1 ook s Pa e shtttfn.; \ ~ lines plotted from information found m B g I I I B. M. 1957, Pg. 53
that this plat was prepared in accordance w4th G. S. 47-30 as I
amended. R3tness my original signature, registration number and seal this the ~7 tl~. day of Ju~__, A.D. 2001. I ~ J L Permanent Construct; tent Construction
1 Donald Ray Mason & 20' Dt•ainage Easem °°°°p°~~AgQOp I I Wetlands Limit rainage Easement
°o°° ~ CARQ o000 x/(337 sq. ft.) L-26
o° ~ if oo Surve or
o°'~ ~ 0~E IQ~•: °o - 512 ~ I4, 9• ° L 1 -
o SEAL o Registration Number Donald Ra T Mason
L-1512 3 ° a' a: ~ ° ! hereb certif that this survey is D. B. 1475, Pg. 577
D. B. 1496, Pg. 286 o '"'4 of another category, such as the o~ ~ • ~'o existin arcels a adius Len th Chord Chord Bear. 000 SURQ a~o° recombination of g p Curve R g NOTE:
o~ o division of heirs, a court ordered °o a5 5 0° survey or other exception to the C-1 365.00 8.01 8.01 N 89"58 02 N'
0000 Lester defini ' of sub 'vis'an. C-2 425.00 8.01 8.01 S 89°33 26' Fl' °Qaoaoua°6° Retail Development of this property
{ ~ , will require a unity of development plan be approved by the Planning
homas Lester Stancil, .L.S• Director prior to issuance of permits.
FEMA FLOOD HAZARD STATEMENT
Lots shorvn on this plat are not
located trithin the FEMA 100 year Flood Hazard Axea as shown on
FEMA map No. 37183 C 0533 E REFERENCE:
Effective Date: March 3, 1992• DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836 BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
BOOK OF MAPS 2000, PAGE 1321
ZYetIands Location For BOOK OF MAPS 2000, PAGE 1606
Survey For: Revisions: STANCIL & ASSO CIA TES,
n ves men n c. 1 ar Registered Land Surveyor, P.A.
08-01-01 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501
3427 Patterson Ave., 11'inston Salem, NC 27105 05 Phone: [phone] Fax: [phone]
TOiYNSIfIP: ST. MARY''S COUNTY.• WAhE E DATE: 07-27-01 SURVEYED BY.• FIELD BOOK t1ull FR-35-C-38 v
' 30 o so STATE: NORTH CAROLINA SCALE: 1 60' DRA JVN BY.• JMT DRAWING FILE NO. E
ZUNE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-212. horizontal Seale (702-50-2127 CHECKED & CLOSURE BY. / j L FrSM-1414 -B v

jYetlands Courses ^ . -
Tryon ea. a Course Bearing Distance F /
1370 Site ~ ro zsaa L-1 S 89°20 09 E 6.89 /
~ ~ a L-2 S 15°20 "41 E 16.08 B. M. 2000, Pg. 1321 / _ _ w' ~ L-3 S 17:39'46 E 19.62' /p ° ,r ~
a Po o L-4 S 19 43'53 W 17.68 C S 89 05 00 E CP _ ~ ` _ - `
~ ° L-5 S 32'0021 E 40.43 ~ ---,5~ E-" 114.70'
~s - ° 7 00 E 49.38 i 21 ~ ~ o ati 3B L 6 S 224 N 74 t• ~ .R a L-7 S 10"f4 48 W 25.93 ~ 124.62 / yfi a~
~ / s} L-8 S 07'20 21 ' W 36.37 ~ / e q
L-9 S 03`1958 E 41.57 ~ iCp , _ _ .~a~ / ~ a~ ~ o ~ o0
L-10 N 03°19 58 W 41.85 ~ 9i / a~ L-11 N Oi°20 21 E 37.32 20 Private ~ti b ~ O
L-12 N 10'14 48 E 23.76' ~ - ^ /1 R i i t V °
L-13 N 22'47 00 W 46.36 i ~ / ~ ~~0 / L-14 N 32°00 21 W 43.66 , / ~
y L-15 N 19'43 53 E' 18.85 ~ ~ / ~ ~ / B. M. 2000, Pg. 1321 ~
~ ~ L-16 N 17°39 46 R' 17.07 _ _ J/ ~o ~
° rv a ~ L-17 N 15'2U 41 W 13.36 ( ~ " ~ti0 ~ L-18 N 00°39 51 E 4.98 ~ ~ °j o i I N
an d L-19 N 15°20 41 W 13.34 i Lot B b
L-20 N 86'08 42 E 3.69 100' Neuse River o Wetlands Limit r I x(47 sq. ft.) L-21 S 00'39 51 W 8.13 Riparian Duffer ro Dell on H. Holt
L-22 N 86'08 42 E 4.47 Measured 50' each L-20 L-22 D. B. 3633, Pg. 817
L-23 S 15°2041 E 8.83 way from the bank L-21~ q B. M. 1985, Pg. 2267
L-24 S 03'1958' E 60.06 ~ ~ of stream i_-19 L-23 S 89°20'09"E VICINITY MAP ~ L-25 S 03°1958 E 41.98 M~ L CP
Not to Seale I v, ~ Lot 8 L-18 L-1 270.36 L-26 S 88'40 02 W 8.00 ~ ° Wetlands Limit L-17 L-2
L-27 N 03°19 58 W 42.38 ~ o ? 24 s , ft.) L-28 N 03°19 58 W 60.13 °j ( q L-3
LEGEND: o L-1 s
Lines Surveyed TP Telephone Pedestal ~ L-15 L-4 - - - lanes Not Surve °ed MH Manhole Lot 7 °I
Ri ht of N'ay Lines Trans. Electric Transforrner Wetlands Limit g r"
EIP EIS Existing Iron Pi e or Stake WM Water Meter ~ ~ ?(1,974 sq. ft.) p s t. asement ~ ~ EC f Existtn Concrete Monument E m E g
EPK Exsiting P.X. Nail R W Right-of-Way 8 ° O O n
PKS P.K. Nail Set /L Centerline ~ ISS Iron Stake Set P. C. Plat Cabinet M p
CSS Cotton Spindle Set D.$. Deed Book 1.922 Acres ~ , r RRS Railroad Spike M.B. Map Book ~ r
ELS Existing Lightwood Stake B.M. Book of Maps ~ ry
PP Power Yole Parcel Identifier ~ i ~ r PIN ~ ~ LP la'ght Pole Number o ~ 1.351 Acres q B. M. 1986, Pg. 2056
OHE Overhead Electric Lines Ac. Acres o
CP Coon uted Point S . Ft. s ware feet ~ i L-7 P q 9 cc RS
9 y NAD 27 North American Datum of 1927 s~ o ~ 6oe, ~ ~
NAD 83 North American Datum of 1983 L ` r ~ ~ A• ` e>. a.. / i I ~ o CP
t o 'na Geodetic Surve CP ,per }f / ~J 6,~1 (311] y s~~ r N.C.G.S. Nor h Cax lr y s ~ 96^ ~ ~ 1301] ( 15) J<
NOTES: s ~ ,a toz. 0 ,l ~ S 8U•34 38 , " Iron Stakes set at all property corners ~i `~gb ~ ( 102.40 ~ , ~ , 30'34,36 1y) J 102.40 R, - -
unless noted otherwise. CP ~ y2~' ~ , (124.78) L 425.00 Ci 425. 00 CP
' Areas determined by coordinate method. ~ ` ~ ~ G_I g Bg31'01~~) R 139.51 ( 0~ `All distances/dimensions are Horizontal 22.39 _ 125.4 CP
' L ground distances unless otherwise indicated. I s' Cp N 86'3834"W 155.90' Total c 365. 00 ~ ( CP Cp R
II Leato'an Drive at e d
- .~'X t. o ~ d 1 c NortL Carolina ~ ~r I I ~ D E
Harnett County / Roadway a ~ Pu b i i c - 60 R~ ~
. Wetlands Limit I I 1, Thomas Lester Stancil, certify that this plat was drawn under
m su ervisivn from (an actual survey made under my supervision) _ (481 sq. ft.) y P (deed description recorded in Dook _ a_s__, Page _Ref._, etc.) (other), ~ ' 1
that the ratio of precision as calculated by latitudes and departures \ I is 1: 10,000+, that the boundaries not surveyed are shown as broken I O
lines lotted from information found m Book _~s ,Page ahawn; ~ ~ ~C-2 P ~I I~ B. M. 1957, Pg. 53
that this plat was prepared in accordance with G. 5. 47-30 as amended. Witness m on final si nature, re istration number and seal \
this the ~7 tlZ dayyof g _ Jul A.D. 2001. ~ ~ ~ J 1 Permanent Constructior. it Construction
9ppOppppeo , Donald Ray Mason & 20' Draina a Easemen oo° ~Op I ~ Wetlands Limit g inage Easement
~ CARD 0°0 / 337 s . ft. L-26 o o lr o Surve or ~ ( 9 )
o , o y I 00 0~ ~ESSIO.,•rG~ o0
o ~1r :'Y °o L-1512 o . q • o -
o ; SEAL ~ ; Registration Number ' o : L-1512 4 Donald Ray Mason
o r~ ~ ~ ;r o° 1 hereby certify that this survey is D. B, 1475, Pg. 577 pry f ~ o of another category, such as the D. B. 1496, P . 286
000 •.•sURQ•.• ~~oo recombination of existing parcels, a Curve Radius Length Chord Chord Bear. g oo~ oo division of heirs, a court ordered
oo`4S ~ 5 po survey or other exception to the C-1 365.00 8.01 8.01 N 89"58'02 i1' , 00o Leste o0o definit' of sub 'r7s' n. C-2 425.00 8.01 8.01 S 89°33 26 Il' NOTE:
~pppppODe09 Retail Development of this property
homas Lester Stancil, .L.S, will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not located within the FEMA 100 year
Flood Ifazard Area as shown on
FERIA map No. 37183 C 0533 E Effective Date: March 3, 1992. REFERENCE:
DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679 BOOK OF MAPS 2000, PAGE 1321
Wetla~ids Location For BOOK OF MAPS 2000, PAGE 1606
Survey For: Revisions: STANCIL & ASSO CIA TES,
en nc. 08-O1-01 1 ar n yes m , Registered Land Surveyor, P.A. +
98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501
3427 Patterson Ave., Winston Salem, NC 27105 Phone: [phone] Fax: [phone]L
TO?YNSHIP: ST. MARY'S COUNTY: HAKE DATE: 07-27-01 SURVEYED BY: FIELD BOOK U
30 o so STATE: NORTH CAROLINA FB-35-C-38 v
SCALE: I" = 60' DRAWN BY.• JMT DRAWING FILE NO. 6
L jYSM ?2-50-2127 CHECKED & CLOSURE BY. -1414 -B
horizontal Scale 7,ONE: I-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 v

Wetlands Courses ! _ J _
Tryon Rd. q Course Bearing Distance 5 ~
1370 Site ~ a zssa L-1 S 89"20.09' E 6.89 ~ ~ . o L-2 S 15'20 41 E 16.08
~ B. M. 2000, F 132.1 ~ _ w' SQ ~ L-3 S 17"39 46 E 19.62 g'
~ L 4 S 19"43'53 W 17.68 S 89°05'50 E CP w
~ ~ L-5 S 32°0021" E 40.43 ~ ~---,y7 114,70' _ ti ' ` ` oti `~~'O L-8 S 22'47 OU E 49.3B i 2 t ~ ~
y _ --r- N 7 2 ti. ,a ~ L 7 S 10'14 4B W 25.93 ~ 14.6 ~ y~+ ti
~ L-8 S 07'20 21 W 36.37 ~ ~ / ~ 4~ so / e q L-9 S 03`19 58 E 41.57 ~ Cp ` ^ _ ~ , ~a~ / ~
L-70 N 03°19 5B 41.85 ~1 ~ O~ 4D
L I1 N 07°2021 ' E 37.32 20 Prtvat ~ 4~
L 12 N !0'14 48 E 23.76 - - - 4 ~l ~ L-13 N 22'47 00 W' 46.36 , ~ / ~ ~ 6
L-14 N 32°OU 21 W 43.66 ~ ~ . C\2
~ L-15 N 19'43 53 E 8. 5 ~ ~ ~ ~ t ~ - 1 8 ~ ~ ~ ~ ~ B. , f. 2000, Pg. 1321 ~ ~ ~ Z L 16 N 17°39 46 W 17.07 / O ~
0 o ~ ~ g ~ L-17 N 15'20 41 W 13.36 _ ° ~ ~ t+j ~ i
~ ~ N o L-18 N DO'39 51 ' E 4.98 ~ ~ N V I b
L-19 N 15"20 41 W 13.34 I Lot 6 L-20 N 86'0842 E 3.69 ~ 100' a se R've o Wetlands Limit
L-2 r N u ~ r y, 1 5003951 W 8.13 R'a' 8fe I (47s. ft.J tprtan.ufr ? q ro Dell on H. Holt
L_22 N 86'08 42' E 4.47 Measuxed 50' each L_2D L-22 L 23 S 15"20 41 E 8.B3 why from the bank L-2J D. B. 3633, Pg. 817
VICINITY MAP L-z4 S 03°19 58 E so.os ~ ~ of stream L. - ~-z3 q B. bf. 1985, Pg. 2267
~ L-25 S 03"19 5B E 41.98 ~ , L-19 S 89'20'09'E Not to Scale L-28 S 86'4002 W 8.00' ~ o Lot 8 L-18 L-1 270.36 CP r
L-27 N 03°19 58 W 42.38' ~ m Wetlands Limit L-17 -L-2
LEGEND: L-2B N 03'19 58 W 60.13 ~ r°a ? f24 sq. ft.)
~ L-!ti L-3 Lines Surveyed TP Telephone Pedestal ~
- - - Lines Not Surveyed MII Manhole L-15 -L-4 Lot 7 OI
S Right of say Lines Trans. Electric Transformer Wetlands Limit EIP EI Ext tang Iron Ptpe or Stake WM Water Meter O
EC Existing Concrete Monument Esmt. Easement ~ ~ ?(1,974 sq. ft.J EPS Exsiting P.X. Nail R W Right-of-Way o
PK P.K 1~atl Set /L Centerline 8 O O ~
ISS Iron Stake Set F.C. Plat Cabinet ~ CSS Cotton Spindle Set D,B. Deed Book 1.922 Acres ~
RRS Railroad Spike M.B. Afap Book ~ ~ r, ~ ELS Existing Lightwood Stake B.M. Book of Ma s
PP Power Nole pp ~ ~ ~ PIN Parcelldentifier ~ w ~ ~ f
LP Light Pole Number ~ ~ OHE Overhead Electric I,~'nes Ac. Acres o 1.351 Acres Q B. M. 1986, Pg. 2058
CP Computed Point Sq. Ft. square feet ~ -•-L-7
~ t e7 U
NAD 27 North American Datum of 1927 sso ~ ~s C\\ NAD 83 North American Datum of 1983 L ~~~se er ~
N.C.G.S. North Carolina Geodetic Survey CP ~r~yJ 'J 6 1 (311] / t t °w,~s CP
~°s 6~~ " 301 le') x~~r~,~ NOTES: s. 9,0 ~ (!oz 34'311 1 J h
• Iron Stakes set at all ro err corners ~ r~~59'~ / 80'3436 R) J ~ unless noted otherwise. b A / ~ 1 102. 40' R.~ - -
'Areas determined b coordinate method. CP b~ l~ / (124'76) L 425.00' CP 425.00 CP
All distances d' a s'o s e I ` / / C-1 (S 6531'61 •w) R ' / tin n t n ar Horizontal 13351 zz 5 4p' CP
ground distances unless otherwise indicated. 5 CP 88'38'34 "W 15 39 L 12 0' 5.90 (Total = 65. 0 CP Cp ~ R 3
II Lea~'an Dr1Ve ed) North Carolina , _ Ext. ~ i c at
Barnett County _ Icy _ Red
_ ~ RoadRa.Y ~ , Pu b ~ 1 ~ I Thomas Lester Stanch certif that 's 1 t was We vI 160 R/„ , y tht p a drawn under Hands Lrlnlt
my supervision from (an actual survey made under my supervision) _ ~ (481 sq. ft.)
(deed description recorded in Dook _ ~s Page _Ref._, err..) (other), ~ - ~ that the ratio of precision as calculated by latitudes and departures
is 1: 10,000+, that the boundaries not surve ed are shown as broken \ y I " es e I I - !m plott d from information found in Dook _~s ,Page ~houn; \ ~ C 2 O
that this plat was prepared in accordance with C. S. 47-30 as ~I I~ amended. Ritness my original signature„ re istration number and seal I I B. M. 1957, Pg. 53
g \ this the ~7 tll. da of Jul A.D. 2001. Y I
1 I \ , pauoooou° ~ Donald Ra aso L J Permanent Construction Construction
o°o~ °00o y M n & 20' o CA.j~ o I I Wetlands Limit Drainage Easement tge Easement
o~ of oo - - oo°~~'•,•••~s ••,•1 °oo Surveyor f {337 sq. ft,) L-26
o° r~ ~ ~ °o L-1512
° ' Q SEAL Registration Number
o S L-1512 Donald Ray Mason o ~i ^r o° I hereby certify that this survey is
oaf ~ o of another category, such as the U. B. 1475, Pg. 577 ° 0 SUg~1 o recombination of extsting parcels, a
°oo+l ~`b o~ division of heirs, a court ordered Cutve Radius Length Chord Chord Bea:. D. B. 1496, Pg. 286 00o S ~ 5 poi survey or other exception to the C-1 385.00 8.01 8.01 N 89°58 02 IY
o° LeSte p04 defini ' ~ of sub 'vis'an. °OOOOOUOB99 C-2 425.00 8.01 8.0! S 89°33 28 W NOTE:
Retail Development of this property
homes Lester Stencil, ,L.S, will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
FEMA FLDOD HAZARD STATEMENT Lots shown on this plat are not
located within the FERIA 100 year
Flood Hazard Area as shown on FEhfA map No. 37183 C 0533E
Effective Date: March 3, 1992. REFERENCE:
DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
jYetlands Location For BOOK OF MAPS 2000, PAGE 1321 BOOK OF MAPS 2000, PAGE 1606
Revisions: Survey For: STANCIL & ASSO CIA TES,
os-ot-01 1 ar n ves men , n c.
Registered Land Surveyor, P.A. 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501
3427 Patterson Ave., Winston Salem, NC 27105 Phone: [phone] Fax: [phone]
TOiYNSHIP: ST. MARY'S COUNTY: WAKE Dr DATE: 07-27-01 SURVEYED BY. FIELD BOOK U°
30 o so STATE: NORTH CAROLINA SC FB-35-C-38
SCALE. I" = 60' DRAIrN BY - JMT DRAWING FILE NO.
Horizontal scale ZONE: 1-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127
50-2127 CHECKED & CLOSURE BY. LTVSM-1414-B

1Yetlands Courses _ _ _ ~ _
Tryon sd. a Course Bearing Distance
5 / 1370 Site* ~ b 2884 L-! S 89°20 09 E 6.89 /
a , o L-2 S 15°20 41 E 16.08 B. M. 2000, Pg. 1321 / _
~ L-3 S 17^39 46 E 19.62 / ,f - 17` A ~ o L-4 5 19 43'53 W 17.08 CP S 89 05 50'$ CP ~,°j
~ ~ L-5 S 32°00'21 ' E 40.43 114.70' - ~ _
ti ~sa L-6 S 22°4700 E 49,38 i ~ ~°21 57 ~ ~ ~ ro~ 0 o N 7 i. ~ .a ~ L-7 S 10'14 48 W 25,93 124.62 / 9fi ~ti
~ L 8 S 07'20 21 W 36.37 ~ / e q
~ L-9 S 03`19'58 E 41.57 -~Cp ` - - ~ .~a~ / ~
~ a~ / w L-!0 N 03°1958 W 41.85 i 9i / n~ / L-I1 N 07°2021 E 37.32 ~ 20 Private ti b~o
_ . ~ / ~ L 12 N 1014 48 E 23.76 ~ - - /J 4 °
L-13 N 224700 W 46.36 ~ ~ ~ 4!V~Q~
L 14 N 32°UO 21 W 3.66 4 / L-15 N 19'43 53 ' E' ~ ~ g B. A1. 2000, Pg. 1321 O 18.85 f / ~ o ~ ~ o ~
L-16 N 17°39 46 W 17.07 ~ ~ t+~
a ~ - ~ o ~ ~ g L 17 N 15'20 41 W 13.36 ~ ~ ~ " ~ti o L-I8 N 00'39 51' E 4.98 ~ ~ q
N d ~ L-19 N 15°20 41 19.34 ~ ~ Lot 6
L-20 N 86'08 42 E 3.69 ~ o Wetlands Limit r 100 Neuse Ricer y, Dell on H. Holt ro
L-21 S 00°39 51 W 8.13' ~ x(47 sq. ft.J Rtpartan Buffer L-22 N 86'08 42 E 4.47 Measured 50' each L_20 L-22 D. B. 3633, Pg. 817
L-23 S 15°20 41 E 8.83 way from the bank L-21~ q B. M. 1985, Pg. 2267
VICINITY MAP L-24 S 03°1958 E 60,06 / ~ of stream L_ - L-23 5' 89'20'09'E L-25 S 0319 58 E 41.98 ~ , L-19 CP M
Not to Scale L-26 S 86'40 02 W 8.00 ~ o Lof. 8 L-18 L-1 270.36'
L-27 N 03'19 58 W 42.38 M m Wetlands Limit L-17 L-2
LEGEND: L-ze N 03°19 58 W i+~ ~ ~ (24 sg. ft.) 00,13 o L-16 L-3
Lt'nes Surveyed TP Telephone Pedestal ~ L-15- L-4 of
- - - lanes Not Surve ed MH Manhole Lot 7 Ri ht of 0'ay Li es Trans. Electric Transformer Wetlands Limit
EIP EIS Extstin Iron Pi e or Stake WM Water Meter ~ s . ft. EC Existing Concrete Monument Esmt. Easement ~ x(1,974 q )
g ~ ~ EPK Exsiting P.K Nail R W Right-of-Way ~ Qp p O O ~
PKS P.K. Earl Set L Centerline U ~ ISS Iron Stake Set P.C. Plat Cabinet ~
CSS Cotton Spindle Set D.B. Deed Book 1.9.22 Acres RRS Railroad Spike M.B. bfap Book ~ N ~ r ~
ti o ~ rn ELS Existin Lightwood Stake B.bL Book of Maps a
PP Pgwer ~ole PIN Parcel Identifier w o ~ f LP Light Pole Number ~ ~ B. M. 1966, Pg. 2056 q
OHE Overhead Electric IJnos Ac. Acres o ti 1.351 Acres
CP Computed Point Sq. Ft. square feet t L-7 Q ~ y
v ~ NAD 27 North American Datum of 1927 (so ~ ti
NAD B3 North American Datum of .1983 L . she r~,, / i ~o ~~~o CP
NC.G.S. North Carolina Geodetic Survey CP k~ ~f yJ 6,,~1 (311J ~ v t J s ~s cv a6~1 N (3~1 J (102.15') %A
s ~ I NOTES: / 80'34 a6"~) J f 36.,x) J h
~ /ron Stakes set at all property corners i~ 'S'9h~ / (S , 102, 40' / ~ ~ ~ unless noted otherwise. Cp y h~~ / ~ ~ (124,78) L 425 p0' Cp p2. 40' 25. 00 CP
Areas determined by coordinate method. ~ ~ ` , / / C_1 S 8W91'Ol"~)~ R
' ces a s' s e t I 133.51 ( All dtstan /dtm n ton ar Horizon al A5. - 22.39, L ~ 125° 40 CP ground distances unless otherwise indicated. I Cp " 86"3834"W 155°90'(Tctat ~ - 305.00
CP CP I I R
Lea~~~n Drzve ,area) Ext. ~ ~ d,~ North Carolina
Harnett Count ~ - NI I~ ~ •c pe Y ~ Roadway ~ y (Pub 1 t
Wetlands Limit ~ ~ 80 R/W f, Thomas Lester Stanch, certify that this plat was drawn under
my supervision from (an actual survey made under my supervision) _ _ f (481 sq° ft.) (deed descriptt'on recorded In Book _ as page _Ref_, etc.) (other), ~
that the ratio of precision as calculated by latitudes and departures \
is 1: 10,000+, that the boundaries nof, surveyed are shown as broken I ~ ~ c-2 lines plotted from information found in Book _.~s Page ~hawa; ~ ~i O
that this plat was prepared in accordance with G. S. 47-30 as II I~ e. R" ess ' i s' t o a 'st a se amend d ttn my ortgnal tgna ur , r gr ratton numb r and al ~ B. M. 1957, Pg. 53
this the 27 t6 day of ___~1u~-_, A.P. 2001. I \
1 ~ LJ Permanent Construction o9paoouuuB°°° Donald Ray Mason & 20' Draina e Easement .onstruction
o~ C oo ~ Wetlands Limit g 00o Z~ ARO °o° - ~e Easement
o° 4' l f °o Surveyor f (337 sq. ft,) L-26 o0.'ESSI•.~a ~ 0 ,
o° :nn~~ ~y °o L-1512 C •Y ~
O • . O ° , SEAL ° Registration A'umber ° L-1512 i o
o 4 Donald Ray Mason o r3 ~ ~ ^r o 1 hereby certify that this survey is
o ~ ~ ; ~ o of another category, such as the D. B, 1475, Pg. 577 °oo~ '•.•SUR~,:~ ti`°o° recombination of existing parcels, a Curve Radius Length Chord Chord $eat'. D. B. 1496, Pg. 286
o°~ ~~°o division of heirs, a court ordered o°aS e~ 5 0o survey or other exception to the C-1 365.00 8.01 8.01 N 89°58'02 lY NOTE:
Lest poo definit' of sub 'vis' n. C-2 425.00 8.01 8.01 S 8933'20 °°°uooooaao Retail Development of this property
homas Lester Stanch, .L.S, will require a unity of development
plan be approved by the Planning
Director prior to issuance of permits.
F'EMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEbfA 100 year Flood hazard Area as shown on
FEMA map No. 37183 C 0533 E REFERENCE:
Effective Date: March 3, 1992. DEED BOOK 5636, PAGE 777
DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
BOOK OF MAPS 2000, PAGE 1321
Wetlands Location I'or BOOK OF MAPS 2000, PAGE 1606
Revisions: Survey For: STANCIL & ASSO CIA TES,
nc. 08.01.01 1 ar n yes men , Registered Land Surveyor, P.A. +
3427 Patterson Ave., i~'inston Salem, NC 27105 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 b
Phone: [phone] Fax: [phone] +
T0IYNSIiIP: ST. MARY'S COUNTY: 1~AkE' DA DATE: 07-27-01 SURVEYED B1. FIELD BOOK U
FB-35-C-38
30 o so STATE: NORTH CAROLINA SC x SCALE: I" = 60' DRAFVN BY. JMT DRAWING FILE NO.
E
Horizontal scale 7,011'E: 1-1&R-10 PARCEL NUMBER: 1702-40-9254 & 1702-50-2127 50-2127 CHECKED & CLOSURE BY- ~ ~ ~ ~ L TVSM-1414 -B ~

Courses J {Yetlands ~
Course Bearing Distance 5 / 9yyon Rd. ~ '20 09 E 6.89 /
L-1 S 89 / - 1370 Site ~ e 2884 L_2 S 15'20 41 E 16.08 B. D1. 2000, Pg. 1321 -
~ ° • o - S 1 T39 46 E 19.62 /CP S 89°85'50 E f CP - - - ~ L-3 W 17.68 -
q ~ L 4 S 19'43 53 ~ 114.70 ~ Q~ N
m o L-5 S 32'UO 21 E 40.43 ~ .21 y7 / ~ ~ ~ L-6 S 22'47'OU E 49.38 ~ N 74 62 ~ tit o ao
s ~ 4. 5 ~ 38 -7 S 1014 48 W 2.93 ~ ~ 12 ~ a L .37 ~ / e
s L-8 S 0T20 21 R~ 36 ~ ,nab ~ wo, . T--3~-- ~ - / I N o
ti }o L-9 S 0319 58 L 41.57 , CP ~ - - iati ~ Am 41.85 i ~ 9 ti L-10 N 03'19 58 N' , 20 private / /
_ 0T20 21 E' 37.32 4 L 11 N ~ /1 v ~ a
L-12 N 10°14 48 E 23.76 i ~ / ~ o L-13 N 22'47'00' 8' 46.36 / II, ~1f, 2000, Pg. 1321 u O aj
L-14 N 32°00 21 8' 43.66 / / ~ ~ ~ kf)
r ,85 ~ ~ l ~ L-15 N 19°93 v3 E' 18 ~ ~ ti y °39 46 8" 17.07 - ~ ` V
L-16 N 17 ~ ~ o ~ n L-17 N 15'20 41 W 13.36 ~ Lot 6
° ~ 1° ~ ~ L-18 N 00"39 51 E' 4.98 i ~ ~ c Limit ° ~ n ~ti o Wetland Dellon 11. Holt
N d ti L-19 N 15°20 41 W 13.34 i 100' Neuse River II ~ j(47 sq. ft.) n °08 42 L' 3.69 1 L-2U N 86 r Ri arian linffer D. B. 3633, Pg. 817 ti B. Al. 1985, Pg. 2267
L-21 S 00"39 51 R 8.13 p L-22 Measured 50' each L_20 m q
- N 86°OB 42' h.' 4.47 bank L-2~ L 22 way from the CP N
L-23 S 15"20 41 Is' 8.83 of strearx? L-23 S 89°20'09 E - 4 S 03°19 56 E 60.06 / ~ L-19 L 2 - t 8 L-1 270.36'
VICINITY MAP ~ L-25 S 0319 58 h,' 41.98 ~ Lo L-18
~ L-28 S 86'40 02 H' 8.00 ° `;'e.?aands Limit L-17 -L-2 Not to Scale ~ ~ "z4 s , ft,) L-27 N 03°19 58 N' 42.38 ~ • ~ q L-1 ti L-3 "I
L-28 N 0319 58 N' 6U.13 0 Q
LECEND: ~ L_15 L-4 Lot 7
ve ed TP Telephone Pedestal Wetlands Limit Lines Sur y g Manhole
- - - 'nes Not Surveyed M ~ f (1,974 sq. ft.) -Right of Way Lines Trans. Electric Transformer ~ ~ ~ ~
Existin Iron Pi e or Stake WM Water Dieter ~ EIP EIS g ~ 'stin Concrete Monument Esmt. Easement v
EC Ext g R W Ri ht-of-Way EPK Exsiting P.K. Nail Centerline
t /L PKS P.K. Nail Se l,ft?2 Acres ~ ~ r r; ~i ISS Iron Stake Set P. C. Plat Cabinet ~ ° II-
CSS Cotton Spindle Set D.B. Deed Book ~ ° r1 B. Af. 1986, Pg. 2058 q
RRS Railroad Spike M.B. Map Book ~ ~ Existing Li htwood Stake B.M. Book of Maps M ~ ELS g Parcel Identifier
pp Power Yole PIN o ~ 1.351 Acres
LP Light Pole Number ° j L-7 OHE Overhead Electric Lines Ac. Acres ~ U ~ 1 ro)
CP Computed Point Sq. Ft. square feet ~s 9 s , ~ ti CP
L .~s~,o6' / I ~~~c NAD 27 North American Datum of 1927 `,'ayf~;~. 6 ~ (311] I 3017 15') r~ 536
of 1983 CP ~ / ~ ,,d+ y ~ I (102• , „ty) ~ NAD 83 North American Datum S 8034 38 °s'~ 04 102• 1,. ) / W
N.C.G.S. North Carolina Geodetic Survey s. p, ~0 / / ( 102, 40' l 5 60 '-34 - - 102. 40 R~
124.'8,) L 425.00 NOTES: ay / o ert corners Cp V 0 ~ / I I ( 'p! "R) R Z 425.00' CUP
* Iron Stakes set at all pr p y ~ / (S 8391 un1 133.51 i 1 Fy, 40 CP - ess noted otherwise. / C-1
ethod. ~ ~ 22.39' L * Areas determined by coordinate m 86°38'34"W 155.90' Total R = 3h5. 0
* All distances/dimensions are Horizontal I CP ( CP CP 'cated. 1 I ` ed~ ground distances unless otherwise tndt cat ed)
Lea,, ^n Drive Ext. ~ ~ edi D ~ N _ u b l i c
th Carolina Roadway a a RAN ~ P Nor / tt 1160
Harnett County - Wetlands Lim
amt under , _ ~ (481 sq. ft.) I, Thomas Lester Stencil, certify that this plat was dr O
actual surve made under my supervision) my supervision from (an y \ , deed description recorded in Book _ ~s__, Page _Ref._, etc.) (other), C-2
that the ratio of precision as calculated by latitudes and departures \ ( ~ ~ t the boundaries not surveyed are shown as broken I, I N B. M. 1957, Pg. 53
is 1: 10,000+, the lines lotted from information found in Book _~s ,Page shlzwa! I \ P
that thts plat was prepared in accordance with G. S~numberaand seal amended Y I I L. J Permanent Construct . {Fitness m original signature, registration rent Construction
7 t da of Tu~_, A.D. 2001. 1 onald Ra Mason & 20' Drainage Easen this the _ ~ y D y 7rainage Easement
Wetlands Limit °°p0~0 0 0 0 00000 a~(337 sq. ft.) L-26
oo°° ~ CARO °°o - 00 ~`S lj °oo Surveyor
o ~ ;~o : ~ a L-1512 t+ Mason ° h, a umber Donald R y
o SEAL , a Registration N , o D. B. 147!, Pg. 577 ' L-1512
;e" w I hereby certify that this survey is D. B. 149ti, Pg. 286 o'a '^"o of another category, such as the Curve Radius Length Chord Chord Beat', NOTE:
°o~ Q~',~ U ~ recombination of emsting parcels, a 0°0 SUR~~,, ~fioo diti~sion of heirs, a court. ordered C-1 365.00 8.01 8.01 N 89"58'02 if Retail Development of this property
°o~ oo e or other exce tion to the 8.01 8.01 S 89`33'26,_. W °°ds ~ ~J oo surv y P C-2 425.00 will require a unity of development
000 Lf'Ste °°o° defini ' "n of sub 'vis'gn. OOOOp0000° plan be approved by the Planning
homes Lester Stanch, .L.S. Director prior to issuance of permits.
FEMA FLOOD HAZARD STATEMENT hots shown on this plat are not
located withi? the FEMA 100 year REFERENCE:
Flood Hazard Area as shown on FEDfA map No. 37183 C 0533 E DEED BOOK 5636, PAGE 777
Effective Date: March 3, 1992. DEED BOOK 7474, PAGE 836
BOOK OF MAPS 1985, PAGE 2129
BOOK OF MAPS 1995, PAGE 679
BOOK OF MAPS 2000, PAGE 1321
s Location For Wetland BOOK OF MAPS 2000, PAGE 1606
Survey For: STANCIL & ASSO CIA TES,
Revisions: ves men , n c. 1 ar n C. Registered Land Surveyor, P.A.
oe-ol-ol NC 27105
3427 Patterson Ave., Winston Salem, 1105 98 East Depot Street, P. 0. Box 730, Angier, N.C. 27501 a Phone: [phone] Fax: [phone]
FIELD BOOK d
ST. MARY'S COUNTY: WAKE TOiYNSHIP: IKE DATE: 07-27-01 SURVEYED BI': 4j FB-35-C-38 (
SCALE. 1 60' DRAWN BY. JMT DRAWING FILE NO. E
30 0 6o STATE: NORTH CAROLINA
1702-50-2127 CHECKED & CLOSURE BY• /(I" LJVSM-1414-B M
- - ARCEL NUM6ER: 1702-40-9254 & 1702-50-21 Horizontal Scale ZONE: 1 1&R 10 P