20030536 Ver 1_COMPLETE FILE_20030502

micnaei r. tasiey, uovernor
O R William G. Ross Jr., Secretary
? \? QG North Carolina Department of Environment and Natural Resources
Vj Alan W. Klimek, P.E. Director
y Division of Water Quality
May 27, 2003
DWQ# 03-0536
Cumberland County
Mr. Wesley Meredith
WBM, LLC
1064 71st School Road
Fayetteville, NC, 28314
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Meredith:
You have our approval, in accordance with the attached conditions, to place fill in 0.0092 acre of wetlands and to
construct a road crossing across 48 linear feet of an intermittent stream in order to construct Phase I of the Cypress Pond
Development in Cumberland County, as you described in your application received by the Division of Water Quality on May
2, 2003, and in additional correspondence received May 14 and May 22, 2003. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Numbers 3374 and 3404, which can be viewed on our
web site at http://h2o.enr.state.nc.us/ncwetiands . This Certification allows you to use Nationwide Permit Numbers 12 and
14 when issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send, us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certificaton and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional condition listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands:
3. The culverts required for this project shall be installed in such a manner that the original stream profiles are not
altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing stream
dimensions (including the pattern and profile) are to be maintained above and below locations of each culvert. The
culverts shall be designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established
or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting that
will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the stream
bed, unless specifically approved by the Division of Water Quality.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Ken Averitte in our Fayetteville Regional Office at [phone] or Cyndi Karoly in our
Central Office in Raleigh at 919-733-9721.
Sincerely,
i?
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Wilmington Regulatory Field Office
Fayetteville DWQ Regional Office
Central Files
File Copy
Scott Beasley, 914 Hay Street, Fayetteville, NC, 28305
030536
6?
Office Use Only:
Form Version May 2002
036
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Ap /A".)
/401 GROUP
1. Processing
MAY 0 2 2003
1. Check all of the approval(s) requested for this project: ''AA''
Section 404 Permit ? Riparia11"G ? Section 10 Permit ? Isolated Wetland Permit xm?s
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 c,- , t I I)-
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: WBM LLC - Mr. Wesley Meredith
Mailing Address: 1064 71' School Road
Fayetteville NC 28314
Telephone Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: P Scott Beasley PE
Company Affiliation:--- Crawford Design Company
Mailing Address: 914 Hay Street _
Fayetteville NC 28305
Telephone Number:__ (91.0)! 221-0033 Fax Number:_ 91? 0003.5
E-mail Address: [e-mail]
Fax Number: [phone]
Page 5 of l2
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: Cypress Pond Subdivision - Phases l anki-_
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0424-49-3277 (phase 1) 0425-40-0057 (phase 2)
4. Location
County: Cumberland Nearest Town: Hope Mills
Subdivision name (include phase/lot number): Cypress Pond Subdivision - Phase 1
Directions to site (include road numbers, landmarks, etc.): from Owen Dr in Fayetteville,
take Southern Ave south toward Hope Mills Southern Ave turns into Legion Rd. Follow
Legion Rd 2 2 miles to Pioneer Dr. Turn left on Pioneer Dr. Subdivision is at end of road. _
5. Site coordinates, if available (UTM or Lat/Long): NC Grid N:449.200 E:2,024,290
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Phase 1: 25.3 Phase 2: 22.2
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Rockfish Creek
River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at ht://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ Road and sewer line construction has begun on phase 1. Site
was cleared of most timber. Surrounding land use is mostly residential or vacant.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Bulldozers,
backhoes and other earth-moving equipment will be used to install roads and utilities.
Previously determined wetland limits in phase 1 have been observed with exception of sewer
line installation and stream crossing Phase 2 wetland boundaries have not been delineated.
A concrete storm drain line is proposed to be extended into the wetland area of phase 1,
terminating in a permanent velocity dissipator (subject to state approval)
11. Explain the purpose of the proposed work: Install roads and utilities required to serve a 117
lot subdivision (48 lots - phase 1 69 lots - phase 2)
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.
To date no jurisdictional determinations orpgrmits have been requested for this project. Wetland
impacts are expected to be under '/2 acre cumulative for phases 1 and 2 of the subdivision.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
It is expected that additional permits and jurisdictional determinations will be required for phase
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Installation of storm pipe (culvert) in
stream bed and roadway crossing over a UT of Rockfish Creek as shown on attached map.
Expected impacts in phase_ 2 include additional wetland disturbance (road and utility
construction) and stream disturbance
2. Individually list wetland impacts below: ?..,?
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 culvert 48 UT of Rockfish Creek 8 intermittent

* 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 intemet sites also allow direct download and printing of USGS maps (e.g., %V?v','.tojwonc.com,
w\v-v 1ja x ucst.cotn, etc. .
Cumulative impacts (linear distance in feet) to all streams on site: 48
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wate) Type of Waterbody
(lake, pond, estuary' sound,
bay, ocean, etc.)

* List each impact separately and identity temporary impacts. Impacts mciuae, but are not umaea to: nu, excavation, ureugung,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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.
Phase 1 wetlands were delineated (final Lipyroval not granted) by Ms. Lillette Grenade. USACE,
prior to designing the subdivision Phase 1 was designed around the wetland limits to minimize
impacts The road crossing was required to connect subdivision phases 1 and 2. Because it runs
the length of the subdivision the connection must cross the ditch.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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?Hh2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/WM/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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out SU teet perpenateutar from near uanK of una,wcr Z.unc I cxicnua ail
additional 20 feet from the edge of "hone I.
Page I I of 12
I If
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 (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0% of the site is considered impervious Proposed: At full build-out of the entire 117
lot subdivision approximately 14 percent (roads drives and houses) will be impervious. No
stormwater controls are proposed
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage generated in the subdivision will be collected and discharged into the Fayetteville PWC
sewer collection system and treated at the Rockfish Water Reclamation Facility (NC0050105).
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes N No ?
Is this an after-the-fact permit application?
Yes N 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).
wjy A. rOS- v ( -ZIW3

Applicant/Agent's Signature Date
is signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Matj 22 03 10:45a Del Crawford
SrawfordCo
cmpany
[phone] p.1
TRANSMITTAL
TO: FROM:
Cindy Karoly P. Scott Beasley, PE
COMPANY: DATE:
NCDENR DWQ Wetlands Celt. Unit 522/03
FAX NUMBER: PAGES (INCLUDING COVER):
919-733-6893
PHONE NUMBER: PHONE NUMBER:
919-733-1786 [phone]
RE: FAX NUMBER:
DWQ # 03-0536 Cypress Pond Subdiv. [phone]
? URGENT OAS REQUESTED ? PLEASE COMMENT ? PLEASE REPLY
COMMENTS:
Cindy,
Following are the 2 permit letters from the US Army Corps of Engineers. If you need additional
infolrnation, please call. Thank you for your assistance and patience.
Sincerely,
Scott
914 HAY STREET • FAYETTEVILLE, NORTH CAROLINA 28305
May 22 03 10:45a Del Crawford [phone] p.2
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200201106 County: Cumberland Quad: Hope Mills
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. Wesley Meredith Agent: ScottBeasley Surveyor: Michael Adams
Crawford Design Company
Address: Post Office Box 25267 914 Hay Street 612 Forest Rd, Apt 7D
Fayetteville, NC 28314 Fayetteville, NC 28305 Fayetteville, NC 28305
Telephone: [phone] [phone] [phone]
Zone: 17 UTM: North: 3873146 East: 689657
Size and Location of Property (water body, Highway name/number, town, etc.): The property is located adjacent to an unnamed
tributary to Rockfish Creek at the end of Pioneer Drive, off Legion Road, soudt of Fayetteville, in Cumberland County, North Carolina.
Property in reference is Phase I of Cypress Pond Development.
Description of Activity: After the Fact Permit for impacts to 48 linear feet of an unnamed tributary to Rockfish Creek for the
installation of a road crossing.
Applicable Law: _X Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
After the Fact Authorization: Nationwide Permit Number 14
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in strict
accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block
above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of
Environmental Management, telephone [phone]. For any activity within the twenty coastal counties, before beginning work you
must contact the N.C. Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the
NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please
contact the Corps Regulatory Official specified below.
Date: May 7, 2003
Corps Regulatory Official: 04-0 Telephone No.: (910) 25151
Expiration Date of Verification: May '), 2005
SURVEY PLATS, FIELD SKETCH, WE'T'LAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE A'I-I-ACHED TO
THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CESAW Form 591
Revised July 1995
May 22 03 10:45a Del Crawford [phone] p.3
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200201106 County: Cumberland Quad: Hope Mills
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. Wesley Meredith Agent: Scott Beasley Surveyor: Michael Adams
Crawford Design Company
Address: Post Office Box 25267 914 Hay Street 612 Forest Rd, Apt 7D
Fayetteville, NC 28314 Fayetteville, NC 28305 Fayetteville, NC 28305
Telephone: [phone] [phone] [phone]
Zone: 17 UTM: North: 3873146 East: 689657
Size and Location of Property (water body, Highway name/number, town, etc.): The property is located adjacent to an unnamed
tributary to Rockfish Creek, at the end of Pioneer Drive, off Legion Road, south of Fayetteville, in Cumberland County, North Carolina.
Property in reference is Phase I of Cypress Pond Development.
Description of Activity: After the Fact Permit for: (1) the instillation of 625 linear feet of sewer line with an un-maintained corridor
and no permanent impacts (2) installation of 300 linear feet of storm with no permanent impacts (3) fill of 0.0092 acres of wetland for
the installation of an energy dissipater as required by NCDENR Land Quality Section.
Applicable Law: _X Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
After the Fact Authorization:- Nationwide Permit Number 12
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in strict
accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block
above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of
Environmental Management, telephone [phone]. For any activity within the twenty coastal counties, before beginning work you
must contact the N.C. Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the
NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the pemaittee of the responsibility to obtain any other required
Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please
contact the Corps Regulatory Official specified below.
Date: May 23
Corps Regulatory Official: 1 illette Granade &A Telephone No.: (910) 25 1_4829
Expiration Date of Verification: May-2, D
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MIDST DE ATTACHED -r0
THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CESAW Form 591
Revised July 1995
?OF W A T?cRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O 0 North Carolina Department of Environment and Natural Resources
A r Alan Klimek, P.E., Director Division of Water Quality
> -1
May 20, 2003
DWQ # 03-0536
Cumberland County
Project Name: Cypress Pond Subdivision
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
WBM, LLC
Attn: Mr. Wesley Meredith
1064 71" School Road
Fayetteville, NC 28314
Fax # [phone]
Dear Mr. Meredith:
On May 14, 2003 the Division of Water Quality (DWQ) was notified by receipt of your additional information
regarding your plan to fill waters for the purpose of residential access and utility lines in Cumberland County. Approval
from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to
determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
2. Please show all wetland impacts including fill slopes on the site plan for both Phases I & II.
3. Please specify the percent of project imperviousness area based on the estimated built-out conditions.
4. Your project is being put on-hold since you did not answer the specific questions in the previous on hold letter
date May 9, 2003. If these questions are not addressed this time, we will have to return your application and
then you will need to reapply with a complete re-submittal and fee if you wish to pursue your proposed
construction.
Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or
by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider
it withdrawn.
in R. Dorney
1 Water Quality ?rtification Program
JRD/bs
cc: Wilmington DWQ Regional Office
Fayetteville Corps of Engineers
Central Files
File Copy
Scott Beasley, Crawford Design Company, 914 Hay Street, Fayetteville, NC 28305
Fax Number [phone]
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
'-gbtree Blvd., Raleigh, NC 27604-2260 (Location)
^q (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
VQ# Y-4 4.7\P Triage On-holct Letter 4.v
Plan Detail Incomplete
? Please provide a location map for the project.
x Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site plan.
? Please Indicate all buffer impacts on the site plan.
? Please Indicate proposed lot layout as overlays on the site plan.
? • Please Indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-Isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for .aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
-? Please indicate all stormwater outialls on the site plan.
? Please Indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed Impacts already been conducted.
Avoidance and/or Minimization Not Provided
O The.a on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It Is necessary-for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the Impacts,
This Office be that the labial on the plans ar can be moved or reconfigured to minimize the Impacts to the Please
revise the plane to minimize the impacts
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide caleWations. to show that diffuse flaw will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then. it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream arKVbr over 1 acre of wetland Impact was requested. Please provide $
This additional fee must be received before your application can be reviewed:
? Please complete Section(s) on the application.
0 Please provide a signed copy of the apptfcaflon.
? Please provide copies of the application,
Mftlgafion
copies of the site plans and other supporting information.
? of compensatory mitigation Is required for this project. Please provide a compensatory mftigation plan, The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
?- our• a?c?-? is bt;nJ ?• ' or-?,o\d s? .?o?,?' fd?d nod- AArweo-,4 e
o-??-L a.ho`? O''? 2003
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r;'?P?TRANSMITTAL
.08 y *e7
N'0
FROM: 19?
P. Scott Beasley, PE 40
COMPANY: DATE:
NCDENR -DWQ 5/13/03
ADDRESS: /L
1650 Mail Service Center
Raleigh, NC 27699-1650
PHONE NUMBER: PHONE NUMBER:
[phone] [phone]
RE: FAX NUMBER:
Cypress Pond Subdivision [phone]
DWQ # 03-0536

® URGENT ® AS REQUESTED ? PLEASE COMMENT 0 PLEASE REPLY
COMMENTS:
Dear Ms. Barnes:
As requested enclosed are the following items:
1. Army Corps of Engineers Jurisdictional Determination letter and wetlands map for Phase 1.
2. USGS Topo (Hope Mills Quad) showing site.
3. USDA Soil Survey Map (Sheet 17 Cumberland and Hoke Counties, NC) showing site.
As we discussed, the contractor has received a cease and desist from the Corps, has subsequently
received after the fact permits from the Corps, and is waiting for the stream crossing permit from
DWQ before continuing with the project. Please contact me if you have any questions or require
additional information.
Sincerely,
Scott
914 HAY STREET • FAYETTEVILLE, NORTH CAROLINA 28305
TO:
Beth Barnes
(NOT TO SCALE)
NCGS "WARD"
N-450.093.279602
E-2.027.109456609
ELEV-221.76105
CONTROL CORNIER
HE QUADRANT OF PIONEER DR
4 LEGM RD INTERSECTION
(BRASS DISK WITH WSCAR110N) 4A'
GQO 0??90
NCGS 'PINEWOOD"
N-"7.813.175894
E-2,019,490.652610
ELEV-204.372950
CONTROL CORNER
SW QUADRANT OF LEGION RD
t PINEWOOD DR INTERSECTION
(STEM ONLY-NO DISK)
WETLANDS LINE TABLE
LINE BEARING DISTANCE --
W1 N01'55'58"E 136.54'
W2 N54'1 1'28"W 59.46'
W3 N44'21'43"W 106.27'
W4 S84'41'52"W 23.49'
W5 NOO'28'14"E 41.73'
W6 NI9'41'O6"E 100.84'
W7 N37'27'39"E 130.26'
W8 N05-19'1 2-E 116.03'
W9 N48'11'42"W 85.09'
W10 N42'44'42"W 54.25'
W11 N34'1 7'47"W 27.92'
W12 N35'51'43"W 24.88'
W13 N37'26'32"E 18.43'
W14 538'38'05"E 19.23'
W15 S42'44'56"E 58.57'
W16 S67'38'04"E 40.94'
W17 N07'57'1 6"E 25.45'
W18 N81'47'52"E 43.15'
W19 N86'11'11"E 38.18'
W20 N33'17'14"E 66.97'
W21 572'21'48"E 135.39'
W22 S80'33'04"E 94.44'
W23 545'56'23"E 122.71'
W24 S03'1 1'40"W 96.54'
W25 558'20'33"E 82.63'
W26 N88'53'44"E 216.16'
LEGEND
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SIP-SET IRON PIPE
EIR-EXISTING IRON REBAR
SPK-SET PK NAIL
ESMT-EASEMENT
DB-DEED BOOK
PB-PUT BOOK
PG-PAGE
RIGHT OF WAY
CAROLINA GEODETIC STATION
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS,
THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS-FROM-THIS-DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL
NAME
TITLE E
DATE '41WO%
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WBM, LLC 3
$64 0424-49-3277 ao
3X?° DB 5756, PG 790 M
M
- T95 1,107,523 SQ FT / 25.425 AC (TOTAL) to
INCLUDING
465,217 SQ FT / 10.680 AC (WETLANDS)
W54-0,
W4 t3
\B_? k'Z 6AV InILF, UC
88 ` ass-50-9246
Do 5164. PG 424
- 0.60' (EN m WEnAN0s) /
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NOTE: WETLANDS LOCATIONS SHOWN HEREON WITH A NUMBER
PRECEDED BY AN 'A' OR '8' ARE ORIGINAL WETLANDS
4/ R DELINEATION PERFORMED BY SOUTHEASTERN SOIL A
f ENVIRONMENTAL ASSOCIATES, INC. AND AGREED TO
BY THE NC CORPS OF ENGINEERS. THOSE WITHOUT A
DENVER LEE MCCUL OUCH PLS 41 NUMBER WERE DELINEATED BY THE NC CORPS OF ENGINEERS.
DENVER McCULLOUGH & ' C" NOTE: I, DENVER LEE MCCULLOUGH, CERTIFY THAT THIS MAP MEETS THE 200 0 100 200
STANDARDS OF PRACTICE OF SURVEYING IN NORTH CAROLINA
404 HOPE MILLS ROAD AND THE MINIMUM ERROR OF CLOSURE IS 1:10,000.
SUITE 4 1?1= =
FAYETTEVILLE, NC 28304 NOTE: THIS MAP CAN NOT BE USED FOR RECORDATION
PHN: (910)-867-6024 OR ATTACHED TO A DEED TO BE RECORDED. 1 inch = 200 ft.
FAX: [phone] THIS MAP IS NOT PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED
BOUNDARY LINE TABLE
LINE BEARING DISTANCE
L1 N78'1O'18"W 210.34'
L2 N78'16'13"W 136.30'
L3 N78'09'49"W 77.77'
L4 N78'16'21"W 77.93'
L5 N78'19'22"W 77.82'
L6 N78 16'30"W 77.83'
L7 N78'09'02"W 84.24'
L8 N78'07'02"W 172.88'
L9 N78'34'00"W 75.35'
LID N78' 14'07"W 74.96'
L11 N78'1 2'45"W 74.85'
L12 N78'21'15"W 74.84'
L13 N78'09'1 5"W 4.73'
L14 N1 1'34'52"E 142.75'
L15 N1 1'28'56"E 59.85'
L16 N11'35'22"E 140.03'
L17 N33'30'20"E 38.16'
L18 N33'58'41 "E 105.15'
L19 N32'54'25"E 53.05'
L20 N22'22'56"E 82.87'
L21 N10'52'59"E 139.40'
L22 N40'14'12"E 68.16'
L23 N1 1'3638"E 143.04'
L24 N56'27'54"E 44.03'
L25 514'48'38"W 28,66'
L26 578'05'30"E 202.10'
L27 S76'53'41 "E 1635.33'
L28 N48'57'34"E 3472.62'
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WETLANDS SURVEY
PROPERTY OF: WBM, LLC
ADDRESS: PIONEER DRIVE
CITY OF: NEAR HOPE MILLS
COUNTY OF: CUMBERLAND
TOWNSHIP OF: PEARCES MILL
DATE: APRIL 19, 2003
SCALE: 1 " = 200'
REFERENCE: DB 5756, PG 790
PB13,PG21

WETLANDS / 4ai 3ROUP
ML', ,
4 ER QUALITY SECTION
F?lf epy
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200201106 County: Cumberland Quad: Hope Mills
Notification of Jurisdictional Determination
Applicant: Mr. Wesley Meredith Agent: Scutt Beasley Surveyor: Michael Adams
Crawford Design Company
Address: Post Office Box 25267 914 Hay Street 612 Forest Rd, Apt 7D
Fayetteville, NC 28314 Fayetteville, NC 28305 Fayetteville, NC 28305
Telephone: [phone] [phone] [phone]
Zone: 17
UTM: North: 3873146 East: 689657
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is located adjacent to an
unnamed tributary to Rockfish Creek, at the end of Pioneer Drive, off Legion Road, south of Fayetteville, in Cumberland County,
North Carolina. Property in reference is Phase I of Cypress Pond Development.
Basis of Determination: Determination is based on a field visit by Lillette Grande on September 30, 2002.
***Please be aware there are wetlands present on Phase H of Cypress Pond Development. Only Phase I was delineated
on the above referenced visit.
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed. The
surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on
your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been delineated, and the limits of Corps Jurisdiction have been explained to you.
Unless there is a change in the law or our published reguulations, this determination may he relied on for a
period not to exceed five years from the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of this notification.
The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Lillette Granade at [phone].
Project Manager Signature
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CESAW Form 566
AL dJ
Date: ?Apn130,2003 Expiration Date: App, 2009
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F WATF Michael F. Easley, Governor
p 9 William G. Ross Jr., Secretary
O? ©G North Carolina Department of Environment and Natural Resources
r? r Alan Klimek, P.E., Director Division of Water Quality
> =i
O
May 9, 2003
DWQ # 03-0536
Cumberland County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
WBM, LLC
Attn: Mr. Wesley Meredith
1064 71St School Road
Fayetteville, NC 28314
Dear Mr. Meredith:
On May 1, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of residential access and utility lines in
Cumberland County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of
the following information and refer to the DWQ # listed above in your reply. Please show these on
maps of suitable scale (for instance V = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on
the site plan.
2. Please show all wetlands impactE including fill slopes on the site plan for both Phases.
3. What are the estimated percent impervious cover for this project?
Please telephone Beth Barnes at 919-715-8394 if you have any questions or would require copies
of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Dorney
ater Quality Certi ation Program
JRD/bs
cc: Fayetteville DWQ Regional Office
Wilmington Corps of Engineers
Central Files
File Copy
Scott Beasley, Crawford Design Company, 914 Hay Street, Fayetteville, NC 28305
l ,
;?T
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Sincerely,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
.. Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
To: a. I Fax #: 0
.pany: Date: ?/C)?
ber of pages including cover sheet:
;ion of Water Quality, 401 Wetlands Certification Unit,
Service Center, Raleigh, NC 27699-1650 (Mailing Address)
roe Blvd., Raleigh, NC 27604-2260 (Location)
X786 (phone), 919-733-6893 (fax). (httn://h2o.enr.state.nc.us/ncwedands
e nr enapial vnv+rnn+;nno.
DQ# c?531o Triage On-Hold Letter 2.0 Staff Contact vate =(o :
$$) P.lan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site plan,
? Please Indicate all buffer impacts on the site plan.
a Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan,
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic lite passage.
E2 Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
a Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please Indicate whether or not the proposed Impacts already been conducted.
Avoidance and/or Minimization Not Provided
o The on the plans does not appear to be necessary. Please eliminate the or provide additional Information as to why
It Is necessary.for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the Impacts to the Please
revise the plans to avoid the Impacts..
This Office beNeves that the Ube! a? on the plans ar can be moved or reconfigured to minimize the Impacts to the Please
revise the plans to minimize the Impacts
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because . Please
revise the plaits and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then. it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
o Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting Information.
Mitigation
0 of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan, The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
? Please Indicate which 404 Permit the USACE would use to authorize this project.
VJ y?A? aY ^ 2S?kA?eX bv?`1? o?. co?^O?ct1?..s (? h©?.S'2 ?rxrY?o?ty? .
rawford
TRANSMITTAL
FROM:
P. Scott Beasley, PE

COMPANY: DATE:
NCDENR - Division of Water Quality 5/1/03
401 /Wetlands Unit
ADDRESS:
1650 Mail Service Center
Raleigh, NC 27699-1650
PHONE NUMBER: PHONE NUMBER:
[phone] [phone]
RE: FAX NUMBER:
Cypress Pond Subdivision [phone]
Cumberland County, NC
0 URGENT ? FOR REVIEW ? PLEASE COMMENT ? PLEASE REPLY
COMMENTS:
To Whom It May Concern:
Enclosed is a 401/404 Certification form (nationwide 14) for an after-the-fact stream disturbance
(culvert) in the above-referenced subdivision. Please process the permit as soon as possible, as the
Army Corps of Engineers has issued a Cease and Desist order for this violation (for information
contact Lillette Grenade). Mr. Ken Averitte of the Fayetteville Regional office is very familiar with
the project, so he can be reached if additional information is needed. Please notify me immediately if
you have any questions or if additional information is required. Let me know if there is anything I can
do or provide to expedite the process. Thank you very much for YOWS M/401 GROUP
Sincerely,
Scott
May 1' ? ?II(1'?
* Qft'M 10N
914 HAY STREET • FAYETTEVILLE, NORTH CAROLINA 28305
TO:
Whom It May Concern
U.S. ARMY CORPS OF ENGINEERS
Wilmington District

WETIANCt *- . ?3HOUP

;!TER QUALM Y SECTION
Action Id. 200201106 County: Cumberland Quad: Hope Mills
Notification of Jurisdictional Determination
Applicant: Mr. Wesley Meredith Agent: Scott Beasley Surveyor: Michael Adams
Crawford Design Company
Address: Post Office Box 25267 914 Hay Street 612 Forest Rd, Apt 7D
Fayetteville, NC 28314 Fayetteville, NC 28305 Fayetteville, NC 28305
Telephone: [phone] [phone] [phone]
Zone: 17
UTM: North: 3873146 East: 689657
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is located adjacent to an
unnamed tributary to Rockfish Creek, at the end of Pioneer Drive, off Legion Road, south of Fayetteville, in Cumberland County,
North Carolina. Property in reference is Phase I of Cypress Pond Development.
Basis of Determination: Determination is based on a field visit by Lillette Granade on September 30, 2002.
***Please be aware there are wetlands present on Phase II of Cypress Pond Development. Only Phase I was delineated
on the above referenced visit.
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed. The
surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on
your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been delineated and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may he relied nq npfor a
period not to exceed five years from the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of this notification.
The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Lillette Granade at [phone].
Project Manager Signature
Date: April 3 0,2003 Expiration Date: April 30, 009
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CESA W Form 566
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r16MAY UNITED STATES POSTAL SERV
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• Sender: Please print your e, address, an IP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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item 4 if Restricted Delivery is desired. ? Agent 11 1 ¦ Print your name.and address on the reverse X? Gt r-. D Addresse
so that we can returnthe card to you. B. Received by (Ptinted Name) C. Date of Delel ver
III Attach this card to the back of the mailpiece, ?? L
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or on the front if space permits.
1. Article Addressed to D. Is delivery address different•from item ? Oyes
L C c Ue If YES, enter delivery address below: ? No
WBM, LLC
1064 71St School Road
Fayetteville, NC 28314
03-0536 - Cumberland
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6. ?Se SeV& Type
arcertifled Mail ? Pepress Mail
? Registered f3 Return Receipt for Merchandis
-- ? Insured Mail - ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7002 3150 2004 9315 3278
1 ©or Wc Retuhrn Wec&M 1 ` 5, ` ' r 102595-02-M -t
UNI 0TATES POSTAL SERVICE I
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• Sender: Please print y race ddress, a
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Complete items 1,'2, and 3. Also complete A, gnat
item 4 if Restricted Delivery is Ogsir,?d. gent
X
Print your name and address orf the reverse ? Addresse
.so that we can return the card to you, B. 'RIcelVed by (Printed Name) C. Date of Deliver
9 Attach this card to the back of the mailpiece,
or on the front if space permits.
? Y
1. Article Addressed to,
?j ?U 2 d es
D..Is delivery address different from item 1?
If YES, enter delivery address below: ? No

WBM, LLC
1064 71St School Road
Fayetteville, NC 28314 T

03-0536 - Cumberland J ype .
3. servioe;
O-Certified mail ? ress main
? Registered T. 13 Return Receipt for Merchandis
? Insured MaI11 ? C.O.D.
4. Restricted Delivery? Pdra,Fee) ? Yes
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a f' / ' ~ . ' ~ ' sEO. TRAP J t E-mail crawforddso//~~fa etteviae.net TOP¦195.57 + - V Y
\ ( t A NY.¦19242 ~ i EXIST. TEM , I , ! , SED.,TRAP
' NEw a-27 t / 1 / I I i ! All drawings, specifications and designs
VICINITY MAP \ ~ ~ ' % / s , ~ ~ NN•197~7 ~ ~ 1 i~ i --+IEw ' Js ~ ' ~ prepared by Crawford Design Company 4
r , 1 I ~ 4 o = (NOT TO SCALE) ~ , / j . ~ r ' ~ d'~ I v 1 ~ 2 2 r a ¦1 14 ; ~ are instruments of service and shall
~ w / Parro pPo 'i 2 ~ " 18 ~ ~ + YE ~ I ~ i I I ~ ~ / ' / ~ temaia the property of Crawford Design
t srp 9rv.¦203.05 (15' N) I , , ; ~ I i 9N.¦192.29 (15• N) ~ + om 1f' ~ ~ i , •l,ll I , ~ ~ Nv.¦19219 (15• auT) ~ , roP.19S.u , Company. a Owner or any other
t < Nv.•2o2.eo ,6• Nv-203,70 (IS' N) I / I EROSION CONTROL NOTES _ c «m «r. ~ 15• ~ ~ : I ' ! • 2 .¦1N.N 15.Ou parties shall not use the word on this or ! ~ » / } an 'ect ex a eat
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1 INSTALL NEW VELOCITY DISSIPATOR (SEE SHT. C-14) . ~ ` , i ~ ~ i o ~ + 2 J ~ ` AMC ~ ,t I NV.~197.29 (IS• N) n , 2 ' ~ r I , ~ i 1+ ~ ~ ,
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1 ~ ` ~ ,L ~ ~ //rs+\~'' ~ 4jp) ~i i i r' w -,I~ «V..i94.25 ~ 3 INSTALL NEW TEMPORARY SEDIMENT FENCE (SEE SHT. C•14} I ~ „ , Ne a I DoT ~ ' ~ •1 1 1 ~ Y CRAWFORD DEBIGN COMPANY NV. 91.2 (S• N) r
. ~ / ~ r ~ «V.~19S•>a (15' N) y~ ~ .TOP w _ , ~ a ~ a ; " N1L.1N.a2 (1s• oun; v " ' ~ ~ COPYRIGHT 2003
J / ' ~ t~ ` - - t ~IV..193.2} (71. OUT) NEW , ~ ~ ~ , / i TOP~1 n 1 _ ;
GENERAL NOTES ~ / ~ ~ - ~ . .,92.40 15• « / ~ ' ~ ` . ~ ~ .191.65 24• e (1S• N) NV.¦191.7~ (1S• N) r' I - Y ! ~ NV.•189. ~ ~ (2~• N) ' '~9 NV.¦190.59 (30• N) r i ! - - r . lp~ 3N11E ' 1
1. THE GENERAL OONTRACTOR SHALL ~.~'.~''Y AND BE RESPONSIBLE ~ I ~ ~ 1 / ' J ~ ` ` ~ ~-m.,5 (ao' 0u>, , (JO' OUT ' ,NV.¦19Q19 (30' OU7) r 1, ~ , t i
ATTHE JOB STTE. ~ / ~ J ~ ` ~ _ ~ ~ ~ . FOR ALL DIMENSKINS J ~ 1 ) J s _ , ~ ad r~ adrk ~ J ! t s ; ~ t 1 ,
y J - ~ h ti ~ ~ 1~ . 1 E N1L¦198JB ~ a ',fie 'g4
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK ( Po ~ - J J , _ t ` ANO M T BE VERIFicD BY THE GENERAL CONTRACTOR. BENCHMARK J A ~ J J ~ . ~ ~f hf , a NV. 190.]0 ('P N) r . 2 v, ~xT ~Jr~ NK¦189.15 (JO. OU7) E NY. 190.56 1S' OUT) i i , 1 ~ ,
IS EXISTING PK NAIL LOCATED AT THE END OF EXIST. PIONEER DRNE ~ J J , t / __1 J J ~~=u S` ,/lam ~ . NV..189.OS (JO' OIIT) , oR 1 I , ~ .1 + r. ~ , i / r ,
APPROXIMATELY 14' FROM SUBDIVISION PROPERTY LINE AND HAS AN ~ ~ ~ ~ ~ J J J + 1, r ` 1~' PP / NV.¦18A2S (1S• N) / ~ r ` !
ELEVATK)N OF 197.09. ~ i J J J J + i ~ / ~`-L J J J 11 ~ o ' _ ' _e i//may/ ' NVrt80.00 (JO' OuT) BOTH r / I, I ! R/Ir \ ~ / /
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF ~ ~ / ~ ~ ~ J J i-~ ' +~+r~ ' x187.50 OUT) si / 1 i \ r , - , ~ NV.¦189.56 (16• N) B07M ~ ~
NOTED. ` ~ ~ ' ~ ~ ~ 'l ~ - ' CURB UNLESS OTHERWISE ~ \ ~ ~ ~ ` p~0 , ` , raw a-12 + , EXIS1, LEAP. aV' ~ r 1~ , ~ , + 18:w Ch12 ~ -16 4 _ - ~ . 1 r , NV.¦10.56 (JO• ~ 1 !BERM w/ CRAV0. ! r ~ _ _ I , ,
~ i - , VEER lTEMP. 4. PR LIMITS FOLLOW PROPOSED RIGHT OF WAY SHOWN AND LIMITS OF ~ ~ ~ ~ ~ 60' L~RTVE +a~ ~'1~'~ NV¦19250 ~ , , % NV. 191.10 {13• N) t - _ r 1 A„ r NIL¦189.85 JO• N ~ ~ + ~ ~~e r ~ '
CONSTRUCTION LINES AS SHOWN. ~ ~ ~ ss •e=!ae - >a ROq( 6AAf ( ) ~ , , -EXIST. I SEAL % wv.¦1a.7s (JO' OUT) J ` y w GRAVEL ~ / 3, ,
~ ~ as~a~s _ t tt a"- , CI-1'.~ ' ~ IIR-- ~ _r 4 a ~ N' BI9) ~ ~ ! ~ i - _ xn ~ ~ X19 f
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY ~ i ~ ~ ~e~== AND SHOULD INDICATE IN RECORDS SUPPLEMENTED BY FIELD INSPECTIONS 1 ~ 1` ~ V.¦191 i _ ~ ~
GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. ! J - - 180. NV.¦t8Jd2 (30' OUT).
D. DEVELOPERS OR CONTRACTORS J ~ -13 - LOCATIONS SHOWN ARE NOT GUARANTEE ~ J J L. 13 ~ ~ Nv.¦1e~.a - PRELIMINARY
SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO J W NV.~19z.36 (,5' N) . ' ~C ~ J _ INV..191.66 (24. OL7) ~ ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF J Q J a !.36 (t5• N) i ' e 1 ~ TOP¦180.63 ` ~ ~ r- ~ 4• , , g ~ ~ NV.¦182.82 (30• N) ~ ~ ~ •a c2 01n ~ = ,I ' ~~e1 r Nv•,az.J2 (36• olni`~,_ ~ NOT FOR SALE OR CONSTRUCTION
ENCOUNTERING UNRECORDED LINES OR LINES BEING INDIFFERENT LOCATIONS J O J ~ , J O V '
THAN INDICATED ON THIS PLAN. PRIOR TO ANY CONSTRUCTION ACTNITY OR J ! ~ -u' ~ ,t t ~ f 79. ~ N~q~~ , ~ f TaP=a.a ~ tt 1 I9~ ; r I MEk rES-1 1 , . z ~,,~11V..1B2.o2 36• N r E ~ ( ) ~
EXCAVATKN~ ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL I ~4 UTILITY COMPANIES TO VERIFY AND/OR FlELD~OCATE THEIR RESPECTNE J 90.E 30.OU t4•N) -I ~ ~ ~ °1MY.•181.92 Ja• ~'1 + 30. OUT) r~ r,k ~ ~ r ,l/,I , ~
( >7 UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING I ~ ~ 11 I HEw ,B-18A ' j ~ / ! I 1 1 ? 6 , ~ ' r' 1 r rte, •~I ~ ~ r
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE. `-z~, \ \ I + 1 1 r ' 01451PATOR-3 - ' ~ I~', t ~ + lily
~ + 6. ALL WASTE MhTCRiAL SHALL BE LEGALLY DISPOSED OF OFFSITE. 1 r ~ _-~S B RP RAP d¦67 EXIST. TEMP. / ~~J tl pp,, 9y, p ,
r • - o~---- 4 i , 1 j a ' 2 . 10 i SED. TRAP At , tt , iil 1 1 A r _ r• \ ~ ~ _ REVISIONS
1 ` IMENTATION CONTROL PERMIT WAS ~ ` . ~ 'ti 1 7. A FORMAL EROSION AND SED r
R THIS SITE UNDER THE REGULATIONS OF THE NORTH / ; ~ y t ~ \ REQUIRED FO ~ ~ CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ~ ~ J \ , ~ ! ' 4 I ' ~ ~ r S7 ~i y ~
I ~ , W IRED TO AND SHALL ~ (NCDENR). THE GENERAL CONTRACTOR IS REQU
TIONS TO MINIMIZE ~ ` ~ ~ ' i' '-~i r ' ~ FOLLOW ALL LOLL, STATE AND FEDERAL REGULA • f ( r ~ ~ ' r : t ~ 1 1 1 ~ ~ cf
Q THE TRANSPORT OF SEDIMENT OFFSITE DURING \ ' r ~ " ~ EROSIONAND ~ CONSTRUCTION. ~ + - '
~ 8. ALL SITE IMPROVEMENTS SHALL BE INSTAUFD PER CITY OF FAYETTEVILLE - \ ~ N ~ , , k,~' / d'' 1 ~ ~ f I .a `F. PROJECT NAME
8 STATE REQUIREMENTS. ~ / .i ~ ~
~ ~ / '~9 9. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE / T ~ ; ~ ; ' , "
~ SURFACES SHALL BE SEEDED AND STABLIZED PER SPECIFICATIONS. T - J - 0 / t ~ ; ' _ 9~_____ ~ ~ J , < I ~ _ _ ~ ' 186.1 I ~ { i J
\ 10. BASE MAP INFORMATION & SUSDNISION LAYOUT PROVIDED BY M.A.P.S. 6~ r ~ / - 1 `I t f
l J 1 i , NG A STAKING SERVICES. / , ~ , ~ ~ ~ DRAFTI , 4+ ,"?LAC ~ .1 ~~BY
i ' ' / ~ " ~ - Y~L6gTY dSSPATdR-4 ~ ' ~ " j ' k ;
11 ALL WATER AND SEWER UTILITIES BY PWC. INSTALLATION OF ALL WATER / J ~ f . J ` Of , f , ~ AND SEWER SHALL MEET PWC REQUIREMENTS. J `
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~ ~ ~ ~ J .~9a- ' i~ / % NEW a-4 O 12. ALL SEWER LINES SHALL BE AIR TESTED. ~ 'L ~ _ Nv.ta9.6s ,8• N) i , Z Laa+e _~-~-1 NV.-169J6 (24.0u i ,
~ ( ~ / , NV.=185.76 (30• N) 0 I R ~~EER s~~~,~ " ~ ~ - - NV.•165.68 (30. OUT Nv. 185.76 (JO• N) _ ' V0.0pTY assPAr01r-~ ~ - - , , I OWNER NV.¦185.68 (30. OUT) TOP¦186.08 / 1> g t ~ CLASS B RIP RAP d=6 1 R - s. , 1
a 13. WATER LATERALS OVER 50 IN LENGTH SHALL BE INSTALLED WfTH TRACE ~ ~ ~_~s DNj11h ~sare,~'.~ _ ~ • ~ , ~ I N WIRE. sss. _R ~ ,1NV.¦182J9 (15• N) . , ~~?0 x201 x, t6b 1 1 ~'•rT _ \ / ; y NV..181.11 (JO• N) 1 / ~ ~ ~ ~ _ ~ 8 _ \ J ( , i
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~ cJ ry4 J -J_,ea' ' NV.-,88.51 (24 fNT! a]ws~. eN7RMICE~ - roP=1son ! ~ 1 ! . ; -'Am - _ Fayetteville, NC 28314
~ ' ~ ~ ` - - J i / i ~ i ' i , INYr,86.S3 (24' N) N ~ ~ , ~ INV.~188.03 (JO' OUT Nv..les.s3 (24• N) , + I X. EXIST. Roar Bw , ~ 'rc T ~ ~ ~ Phone: [phone] NV.¦186.03 (JO. OUT) + , ' ~ ~ J ! , ~ ' ,t ( )
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J J 1 1 ; ~ ~ ; ~ ~ ! ~ ~ ; ~ ,t ' PROJECT MANAGER: PSB
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Z 75 74 W 73 W 72 W 71 W 70 69 68 67 66 W 65 64 a All drawings, specifications and designs 64 63 W 62 61 60 W 59 58 57 56 55 54 F I 53 W 52 51 50 49 prepared by Crawford Design Co1~1y
VICINITY MAP ~ n • n • ~ • n o.rt Ac ~ ' x24 Ac ' g a2s Ac ' $ o.2s Ac ~ $ a2s Ac ~ $ 0.25 Ac ~ $ a2s Ac ~ 8 o.2s Ac ~ $ o.2s Ac - 8 a2s Ac ~ 8 o.n Ac - 8 a2s Ac - rc - 8 a2s we - 8 a2s ~c 8 a2s ~c o 8x25 we - 8 x25 ~c - $ x25 r>c - 8 azs we - 8 a2s rk ~ 8 a2s ~c o 8 a2s ac - g x36 we 8 ~ oae we ~ g ate ~c " g o.2a we " g ate we ~ • x27 we ' are instruments of service aad shall
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Is.3r c3z S79'20'S9'V 371r 50.60' 38arr I \ I I I I I I rz sss'1r42'E 33b4' soarr \ / a - N a ' ~ s„ ~ ~ $ ~ I. 8 COPYRIGHT 2002 • ~1a23 ~ oa4 ~ . ~ a22 sc ~ ' a21 r>e : s a2o r~ - ~ 0.20 ~c a2o k : ~ a2a a2a we ~ a21 we • e a2+ k a21 ~c : ? alt ~a I I xOS4 - -1QS21 9.771 sF 1.112 SF 1,745 SF i x.589 SF i R71e SF - 11.168 SF 12.000 SF = 9,142 SF = 9.,42 Sf = 9,,42 SF 9,167 56
c3 N82'~'23'E 37x15' SOHO' 33.47' C33 S34.43'41'V 38b9' SOHO' 39.73' I \ / \ I I I I I I ~ ~ iarsd I
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C6 S80'10'39'V 1826' 25Ar 18b9' C36 S56.4875'V 3S3i' 2511' 3BYr ~ \ / ~C ~ i l I I N7671,67 T•Id B ~ ea4, ) N7e'11'IS'w (401.64' Told) OTHER
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sl6r 2511r slbr tae N35'42'Bl'E l1.A' ti11' 1y+q' t8 MI7'3115'E I ITA ~ / C9 N28'42'S4'E 45.16' 23x00' 45.93' C39 Ig5.42'21'E 11.11' 5111' 1216' I R ~ / PIONEER ORIVE assssssas:s:sssssss - ~ 16'w 226.53 211.87 IS1,95' INFORMATION- - Oi ~ Na3 k s76'n•ISt /7au
27,95' 251Kr 29.66' CIO R12'22'16'V 4814' sllr 11116' I COURT / / 60 R/W clo N67'S7'S0'E sass:sssas:sszsa 3 CZ4 '11i,1C_ . ~ , / 1 110.00 8x00' x0.00' 80.94' Base Mi Information Prodded Bv: - °=a' Nlaro3'o1'w ~ I qr~t ggvE ' • ~ . i ~ R~ I p
C11 S53'S779'E 2x11' 25A0' 21.03' Cq N5T2276'V 37fafT S0A0' 36b8' I ~ ~ , - - - - - - - - - - . - - - - - - K.>~ , / I M.A.P.S. Dra ' & Staid S~rtices
a9' Saor s4sl' c4z 180'35'33'V 35.8r soon' 36b8' / a2 S61'19'20'E sz 31.58' C43 S35'33'33'V IOb4' S0.Or 41.86' - - - ~ / C13 567'2478'V 33.89' 50.00' ~ ~"°O1 1 °I 23 P n 2 ' / / I \ 25 I Ph: (910) 481-050{ I ~ ~ I ~ _ aP , / 1 26 27 28
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C13 NI3'47'04'V 35.19' 50.00' 3628' C45 SIr29'03'E 2x41' 25.00' 2113' ~ I I ' $ ~iv , iv i ~ 0.34 AC 10,x79 SF = X19 015 Sr / / I 7 • 2 AC 5.42 AC 1.44 ACI I I In 0.23 ~ 0: a n 14,922 SF rn gal I / a I 3,371 61.881 Si Bt,e86 SF 62.793 SF L 1x223 SF d ~ 10 , , a I
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C21 S79'08'37'E 57.11' 173SA0' 57.42' C54 SIr29'03'E 10.82' 30.00' 42.05' 33 c1a e I i g il't ~ I a2s~c , , I PRELIMINARY
C23 S33'11'43'E 35.36' 25.00' 3927' CSS S12'29'03'E 20.41' 2SA0' 21.03' 2510' 39.27' ~ ~ - - - - 36' 2510' 3927' C56 S56.46'15'V 35.36' a~" ~ I o.2o~c ~ 1ae12sc c 6 , , _ f1 ~ 12 x•300 ~ 9t~ ttouaT I ~3.s1• I i NOT FOR SALE OR CONSTRUCTION
C26 N56.4873'E 35, C27 N33'11'IS'V 35.36' 2510' 3927' CS7 N33'U'4S'V 35.36' 2510' 3927' I I N760301•W 122.81• R Z1'S3'E ` 3I I 1 ~ s say u1 a / , 81 kl
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C29 N35'12'S2'E 40.81' Sa00' 42.04' L59 N3S 42'20'E 10.82' Sa0r 42115' . I ~ ~ I \ L1 0.20 AC ~ N7a03'm'w 837 4 / r ~ ~ I
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KEY LHRtD BEARING DIST. RADIUS ARC LGTH. KEY GQtD BEARING 1 5000' 112b5' ~ C61 Ns7.2z'16'v 35.87' soon' 36be' cm S49.39'31'E 9029' PHASE TWO \ 4656 si ~ ^ ta2s4 sr i 15 16 ` ` ' ` I ~ ~ n ~ n I ~ a REVISIONS
rbz sao'3s'33'1+ 3sai7' 50.00' 36.68' C92 Ns9's3'21'E 1x29' SOHO' 1x31' 1 L S76l3'S7•E 1 ~ 1• ~ w ~ ri I •,X n ~ N7603'011N 124.01 ^b ~ 0.25 AC 0.37 AC ~ I n : n - n I ~ n
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cT "s'~16" ~ 38110' fr r PHASE ONE ~ C72 seo'35'33'v 3s87' 50,00' 36b8' 0102 S33'35'Ol'E 3so2~ 25.00' !1, I , rr„m„ qoe nl PIOI~ER 1t0' R/w ~ _ 1- _ _ sle'23'S7'E . . I
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L9 N33'30'20'E ,5,96• I I I ' I L30 N33'S8'41'E 31.91' I I I I I I I I I I 1 1 / I l l/ / j 1064 71st School R / I ~ I I I I I 1 I / I Ill / j Fayetteville, NC _831
N Lll N32'S/'2S'E 4328' I I I I 1 I / I 1 I Phone: [phone] I I I I I I I 1 I ~ j O ~
~ L12 N32'S4'25'E 9.77' / I _ ~ _ _ - L - - 1 I 1 1 1 ~ j Fax: [phone]
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~ L14 S7B'II'/S'E 16.59' ~ L1S S78'II'4S'E IB2e' ALEXW 1 I ~ I , j At.EZwoo~ oRivE ~ 1 1 11~ \ ~ 1 i I
C ll6 S7B•11'45'E 15.48' p 1 I 1 \ i - - - - - - - _ - _ _ - - ,l 1 ~ , PROJECT DETAILS 1 I \ I j
jp L17 S7B'1145'E 12.62'
L18 S78'11'45'E 9,79' ~ U9 S78'11'45'E 6.36' I 1 PROJECT MANAGER: PSB \ I 11 \ l~ i ~y 1 l
3 L20 S78'11'45'E 113' - ~ ~ / 1 y ~ DRAWN BY: RGM to I ~ 1 ~ ~
(l) L21 NOB'26'17'E 272!' I ~ ` I ~ ~ ~ MENTOR - APPROVED BY: PSB
~ L22 S78'33'S1'V 11111' J ~ \ o I ~ ~ ~ 0 \ ~ COURT j ~ ~ ~ PROJECT NUMBER: 02018
~ L23 Nll'1875'E 29.35' 0 d L24 Sll•48'15'v 29.33' I Q I ~ ~ ~ j ~ ~ ~
u1 L25 Nt1.48'15'E 29.3s' S78'25'OS"E I z I \ j
~ L26 Sl1'4e'1S'V 29.35• 20.00 a ~ \ \ SHEET NA~'IE I I ~ \ j
Cl L27 N11•IB'15'E 29.33' U L28 S11.18'ISN 29 SETBACI( ' 1 ~ ~
L29 Nll•48'15'E 29.35' 3 r . LOT SUMMARY
~ L30 S11'4875'V 29.35' N , m ~ a ~ YI PHASE I. & II.
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N L32 S11'1875'V 29.33' ~ C7 ml O ~ L33 NI1'48'15'E 29.35' M N ~ ~
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