20030385 Ver 1_COMPLETE FILE_20030331

REPLY TO
ATTENTION OF:
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS f l?
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
May 2, 2003 WETIANX 1401 ne
?/? ta170UP
Action ID Number: 200300278
GS Communities, LLC
Attn: Mr. Rick Sumerel
117 Manly Street, Ste. 200
Greenville, South Carolina 29601
Dear Mr. Sumerel:
MAY £5 ?003
wA?AQUALII ySE
CTIQN
This letter is to notify you that your Pre-Construction Application Form for a Nationwide
Permit (NWP) 39 for Morgan Woods Phase 3, originally received by this office on December 20,
2002, is still incomplete.
Specifically, we still have not received your mitigation proposal, for our review and
approval, for the 120 linear feet of stream impacts and 0.29 acres of wetland impacts associated
with your anticipated road crossings. Our previous conversations with your Agent/Consultant,
Mr. Aden Stoltzfus, left us with the understanding that you wished to offer the remaining
wetland acres on the subdivision property as compensatory mitigation for the impacts authorized
by Nationwide Permit 39. Subsequent conversations with your attorney, Mr. Paul Trevarrow,
indicate that you no longer wish to propose such mitigation. Please submit to this office a
written mitigation plan for immediate review.
We also have concerns regarding other anticipated impacts to wetlands on the Morgan
Wood property. Your Pre-Construction Notification Application Form, Section V, indicates that
no future permit requests are anticipated for this project. Subsequent conversations have
indicated that some lots on the property may not be buildable without additional wetland or
stream impacts, or that potential lot owners may expect to be able to further impact wetlands on
lots within the subdivision. Please note that, pursuant to Nationwide Permit 39, "the aggregate
loss of waters of the United States authorized by Nationwide Permit 39 can not exceed 1/i acre.
This includes any loss of waters associated with development of individual subdivision lots."
Furthermore, General Condition 15 states that, generally, "the use of more than one NWP for a
single and complete project is prohibited...." As Morgan Woods Phase 3 is ostensibly a single
and_complete project, future impacts to waters and wetlands by individual property owners,
which would exceed the aggregate 1/2 acre allowed a single subdivision under NWP 39, would be
subject to the individual permit process. Therefore, we need written clarification from you
regarding future anticipated impacts associated with the development of your subdivision,
outlining any plans that you foresee or have approved for future impacts to waters and wetlands.
We also hope that you will inform all potential purchasers that Nationwide Permits would likely
not be available for further impacts to wetlands and waters within their lots.
Finally, as part of this agency's obligations under Section 7 of the Endangered Species
Act, we must make a determination of the potential effect of your action on the endangered Red-
Cockaded Woodpecker (RCW). To enable us to make an effective determination, we will need
you to perform a survey on the entire Morgan Wood Phase 3 property to identify any previously
undetected active RCW cavities. As future Phases are developed, you may be required to
conduct additional surveys.
Also, please reference an April 30, 2003, letter from Mr. Stoltzfus, regarding regulated
activities on the subject property. Specifically the items of concern were the construction of
fences in wetlands, livestock utilizing wetland areas, bridged crossings of wetlands and hand
clearing of wetlands.
Generally the Corps does not regulate the construction of fences through wetlands unless
the construction of the fence requires mechanized land clearing of wetlands, filling of wetlands,
or if the fence itself would be considered fill (like a rock fence). Remember any mechanized
land clearing or filling of wetlands is regulated under Section 404 of the Clean Water Act.
Typically, the construction of post fences in wetlands is not regulated.
As for livestock utilizing wetland areas, the Corps does not regulate livestock activities in
wetlands.
Generally bridging wetlands is not regulated unless the construction of the bridge
requires mechanized land clearing of wetlands, filling of wetlands, or if the bridge itself would
be considered fill (like a stone bridge). If landowners proposed to construct a bridge through
wetlands the Corps recommends that they send us documentation so we can determine if the
construction of the bridge would be a regulated activity.
Hand clearing of wetlands is not a regulated activity under Section 404 of the Clean
Water Act. As stated earlier, please remember that any mechanized land clearing and filling of
wetlands is regulated under Section 404 of the Clean Water Act and will require a permit.
If you have any further questions, please contact me at (910)-251-4923.
Sincerely,
Jennifer S. Frye, Regulatory Specialist
Wilmington Regulatory Field Office
2
Copies Furnished:
Mr. Paul Trevarrow, PLLC
285 Olmstead Boulevard, Ste. 3
Pinehurst, North Carolina 28374
Mr. Aden Stotlzfus
Flemming Engineering, Inc.
Post Office Box 8774
Greensboro, North Carolina 27419
v /Mr. John Dorney
DENR-Division of Water Quality
401/Wetlands Unit
2321 Crabtree Boulevard
Parkview Building
Raleigh, North Carolina 27604
Mr. Ken Averitte
DENR-Division of Water Quality
Fayetteville Regional Office
225 Green Street
Fayetteville, North Carolina 28301
3
Morgan Wood S/D Phase 3, Moore County
Subject: Morgan Wood S/D Phase 3, Moore County
Date: Mon, 9 Jun 2003 13:17:51 -0500
From: [e-mail]
To: [e-mail], [e-mail]
Hello,
Just a friendly bit of information for you all - I have just issued the NWP 39 for this S/D with the condition that they
mitigate for their wetland impacts (0.29 acres). After months of going back and forth on this, we have agreed to
accept WRP at 2:1 - we originally discussed restrictive covenants for the remaining wetlands; however, they did not
like the language of the covenants and chose not to preserve the remaining acreage. The reason I am telling you
this is that I noticed that your GC has the standard Deed Notification requirement .... if they would have done the
covenants, it seems to me they would have met this requirement - but since they are not doing the covenants for us
they still need to satisfy your condition. Just FYI if you end up doing compliance on them.
Take care,
Jen
1 of 1 6/10/03 10:29 AM
Wetlands Tracking
Facility Name Morgan Wood S/D Phase III County Moore
Project Number 03 °0385 County2
r
O Inactive Region' Favetteville
Project Type` purpose of residential Subdivision DCM Office
Location Jackson Creek Seven Lakes ? COE Office Wilmington
O
A TF9
QG
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
"? Alan W. Klimek, P.E., Director
Division of Water Quality
1111111111110, April 16, 2003

GS Communities, LLC
Attn: Rick Sumerel, Managing Partner
117 Manly St., Suite 200
Greenville, SC 29601
DWQ Project No. 03-0385
County: Moore
Page 1 of 2
Subject Property: Phase 3, Morgan Wood Subdivision, Seven Lakes, NC
Jackson Creek (Curries Pond) [03-07-50, 14-2-5, WS-II (water supply) HQW (high quality)]
APPROVAL of 401 Water Duality Certification with ADDITIONAL CONDITIONS
Dear Mr. Sumerel:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.29 acres of wetlands, 120 feet of perennial stream for the purpose of constructing roads at the
subject property, as described within your application dated December 19, 2002 and additional information dated March
15, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non-discharge, and water supply regulations. Also, this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
2. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality Certification (GC) 3402.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
Page 2 of 2
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Attachments: Certificate of Completion
GC 3402
Cc: Fleming Engineering, Inc., 700 Carnegie Place, Greensboro, NC 27409
USACE Wilmington Regulatory Field Office
DWQ Fayetteville Regional Office
File Copy
Central Files
DWQ # 030385
Date: April 16, 2003
bz
Sincerely,
I
&giif FE11 Fleming Engincering., nc.
Consulting Engineers G Land Surveyors
March 15, 2003 VVETIANDS/401 GROUP
Mr. Bob Zarzecki APR 1 7 2003
N.C. Division of Water Quality
401 Wetlands Certification Unit WATER OUALITY SECTION
1650 Mail Service Center
Raleigh, NC 27699-1650
[phone]
Re: DWQ # 03-0385, Morgan Wood Phase 3, County of Moore
Dear Mr. Zarzecki:
In response to the letter dated April 3, 2003 concerning the above project, the owner/developer is
offering the following:
1. The original application included site construction drawings showing the subdivision street
overlay of the wetlands. The original application also included an approved wetland map
from the US Army Corp of Engineers for the project.
2. The developer is aware of the constraints for Lots 47 and 48 and has determined that these
lots are buildable without additional impacts to the field located wetlands.
Please call me at [phone] x 108 with any questions or concerns regarding this matter.
Sincerely,
a /. '(? ; ?
Aden R. Stoltzfus, PE
Fleming Engineering, Inc.
P.O. Box 8774 ? Greensboro, NC 27419 ? [phone] ? Fax [phone]
FLEMING ENGINEERING 336 852 8766
Fleming
000&0 IF El I Engineering, Inc.
Canrrlitry figiffiffn.6 Len/ l.rrrrWnr
Fax
To. Ar. IbA Iar:edti From: Ades StoltiFus
Fax: [phone] Pages: 3 (including Cover)
Phone: Date: 04/12/2003
Re: DWQ memo regarding Morgan Wood Phase 3
04/15!03 04:35pm P. 001
700 Carnegie Place
Greenshoro, HC 27409
(336) BS2-9797
Fw (336) BS2-9766
Urgent ¦ For Revisor Phow Comment Please Reply Please Recycle
Please call if any additional information is needed to finalize the permit. Your help is appreciated.
FLEMING ENGINEERING 336 652 9766 04/15/03 04:36pm P. 002
ming Engineering, Inc.
F El Fie
Coeselriny Fayiocers G ball Surveyors
March 15, 2003
Mr. Bob Zarzecki
N.C. Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
[phone]
FILE COPY
Re: DWQ # 03-0385, Morgan Wood Phase 3, County of Moore
Dear Mr. Zarzecki:
401 ISSUE[
In response to the letter dated April 3, 2003 concerning the above project, the owner/developer is
offering the following:
1. The original application included site construction drawings showing the subdivision street
overlay of the wetlands. The original application also included an approved wetland map
from the US Army Corp of Engineers for the project.
2. The developer is aware of the constraints for Lots 47 and 48 aixl has determined that these
lots arc buildable without additional impacts to the field located wetlands.
Please call roe at [phone] x 108 with any questions or concerns regarding this matter.
Sincerely,
e5': X. -15??
Aden R. Stoltzfus, PE
Fleming Engineering, Inc.
PA Box 8774 ? Graen%6uro, MC 27419 ? [phone] ? Fax [phone]
FLEMING ENGINEERING 336 852 9766 04/16/03 04:35Pm P. 003
?OF W Al?9Q Michael F. Easley, Governor
William G. Ross Jr., Seerelary
North Carolina Department of Environment and Natural Resources
n G
r? Alan Klink, RE , Director Division of Water Quality
> w
Q
April 3, 2003
DWQ ? 03-0385
Moore County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
GIS Communities, LLC
Attn: Rick Sumerel
I t7 Manly Street, Suite 200
Greenville. SC 29601
Dear Mr. Sumerel
on March 31, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing Morgan Wood Subdivision,
Phase 3 in Moore County. Approval ti-om DWQ is required to disturb these areas. Please provide 7
copies of the following information and refer to the DWQ ft 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 21-1.0500.
1. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan.
2. This Office believes that the area labeled on the plans as Lots 47 and 48 may require
additional impacts in order to be buildable- If impacts are required, please indicate Discuss
and locate them.
Please telephone Bob 7-arzec:ki 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 bear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
R. Dom
40 Water Quality Ce ification Program
cc: Fayetteville DWQ Regional Office
Wilmington Corps of Engineers
Central Files
file Copy
FCI, post Office Box 8774, Greensboro, NC 27419
?Er?
N. C. Division of Water Quality. 401 I.Vellands Geddication Unit,
1650 Mail Service center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (1_neation)
[phone] (phone), 919-7338893 (fax), (hllpllh2o.enr.state.ne.uslncwetlarrls
:7-4 c;Pn l-7/.q-irgn S3111WnWW03 S9 dEZ t3O co 01 .adu
OF WAT?cR Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
April 3, 2003
DWQ # 03-0385
Moore County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
GS Communities, LLC
Attn: Rick Sumerel
117 Manly Street, Suite 200
Greenville, SC 29601
Dear Mr. Sumerel:
FILE COPY 401 ISSUED
On March 31, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing Morgan Wood Subdivision,
Phase 3 in Moore 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 locate all isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan.
2. This Office believes that the area labeled on the plans as Lots 47 and 48 may require
additional impacts in order to be buildable. If impacts are required, please indicate Discuss
and locate them.
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 within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
(_10
R. Dorney
40 Water Quality 7Ceilfication Program
JRD/bs
cc: Fayetteville DWQ Regional Office
Wilmington Corps of Engineers
Central Files
File Copy
FEI, Post Office Box 8774, Greensboro, NC 27419
N. C. OR
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/ncwetlands
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. t
(If any particular item is not applicable to this project, please enter "Not Applicabl `or' A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit # 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: /?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here-/"
II. Applicant Information
Owner/Applicant Information
Name: GS Communities, LLC Rick Sumerel Managing Partner
Mailing Address: 117 Manly St. , Suite 200
Greenville, SC 29601
Telephone Number: [phone] Fax 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:
Company Affiliation: Fleming Engineering, Inc
Mailing Address: 700 Carnegie Place
Greensboro, NC 27409
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Morgan Wood Subdivision Phase 3
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): 8523-01-38-2159 (Partial)
4. Location
County: Moore Nearest Town: Seven Lakes
Subdivision name (include phase/lot number): Morgan Wood Subdivision Phase 3
Directions to site (include road numbers, landmarks, etc.): In Seven Lakes, off of NC 211.
Take Lakeway Drive into Beacon Ridge Subd., Turn Rt. onto Longleaf Drive, follow
Longleaf Drive to Int. of Andrews Drive (East Int. , Prop. Entrance directly across St.
5. Site coordinates, if available (UTM or Lat/Long): Site is linear, see attached
(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): 115.21 Ac.
17. Nearest body of water (stream/river/sound/ocean/lake): Jackson Creek
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httu://l12o.enr.state.nc.us/adniin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is wooded with moderate terrain, adjacent property
is single family residential and agricultural
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Site to be developed for single family residential home sites. Roads to be constructed to
NCDOT standards including roadway ditches with ribbon paved roads. Equipment to be
utilized include standard grading equipment, trackhoe for pipe installation and earth moving
equipment.
11. Explain the purpose of the proposed work: To gain access to rear of property
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.
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.
N/A
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: Roadway Construction
consisting of 70 LF of 72" culvert for stream crossing, Pipe upsized for 1' bury, roadway
grading and fill for stream and wetland crossing to access rear of property.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Site # 1 Roadway Con st. 0.27 No 0 Forested
Site # 2 Roadway Const. 0.02 No 150 Forested

* List each impact separately and identify temporar) 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://aww.fcma ?.
*** List a ,vetland 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: 16.307 Acres
Total area of wetland impact proposed: 0.29 Acres
3. Individually list all intermittent and perennial stream impacts belo,,?-:
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 seci )
Site # I culvert 120' UT 2' Perennial

* fist each impact separately and identifi 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 .Nall, 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
\\\%_uss,._ov. Several internet sites also allow direct download and printing of USGS maps (e.g.. \%\\AN.topoione.cotn.
vka.nwpqu_cst,Coln. etc.). -
Cumulative impacts (linear distance in feet) to all streams on site: 120'
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)

Wat)
(if Name of applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding. drainage, bulkheads, etc.
5. Pond Creation r .?
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.
Pronertv access to rear of property. To reduce impact. amount of fill. heieht of crossing
lowered to reduce linear feet of disturbance. Erosion control techniques and flagging to be
utilized to control erosion to effectively minimize disturbance.
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: red-icing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htnl. 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): N/.A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX.
X
Environmental Documentation (required by DWQ)
(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
Does the project involve an expenditure of public (federal/state) funds or the use of public
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 ?
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 Suppl Buffer Requirements), or other (please identify Moore County)?
Yes ii 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. (30' stream buffer each side of stream, Moore County Ordinance)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4200 3 N/A
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 11 of 12
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 impervious surface =0% Proposed impervious surface +/- 12% or less Permanent rip
rap pads for velocity and storm water controls temporary swale lining and erosion control basins
to be sized for the 25 yr. storm during construction
XH- 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.
Individual lots to be served by individual conventional septic systems
XM. Violations (required by DWQ)
Is this site in violation of DQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact perms 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).
X 1z -11f e z
App gent's Signatur at
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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ST^EAw%. 4^49&1-49 LMIT /N 3S° 13.'/29
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FF11 Fleming Engineering, Inc.
&giiif
Consulting Enginerrr 4 Land Surveyors
TRANSMITTAL MEMO
To: Division of Water Ouality
401 Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
(919) 73340ft
1-78(o
From: Aden Stoltz6s, PE
Date: 03/28/2003
Subject: Morgan Wood Subd. Phase 3
Moore County, West End, NC
PCN, Request for 401 Water Quality
Certification
WETLANDS / 401 GROUP
MAR 3 1 ?003
0 0 3 8 WATER
QUALITY SECTION
Attached are seven (7) copies of the Pre-Construction Notification form sent to the US Army Corp of
Engineers, Wilmington District. Also attached is check no. 1719 in the amount of $ 200.00 made out
to the NC Division of Water Quality to cover the permit fee.
Please note that we have been working with Ms. Jennifer Frye, US Army Corp Regulatory Specialist
to acquire the Nationwide Permit # 39 404 permit. (Wilmington District). At the present time, the
wetlands onsite have been field located and certified by the Army Corp. If you need to coordinate
your efforts with the Army Corp, Ms. Jennifer Frye can be reached at [phone]. Please advise
if any additional information will be required.
Please call me at [phone] x 108 with any questions. Please fax any comments to my attention
at [phone]. Your help in this matter is appreciated.
P. 0. BOX 8714 Greensboro, NC 27419 Phone [phone] Fax [phone]
I A. \ ? 1 11 11 _I_1 1?' 1 1 ?1 l1 1 i L
TYPICAL SECTION
N.T.S.
S78'08' 19"E
41.22'
S46'0903401E 50' R/w
65.49
N65'08'01 "E I 8' 20' PAVEMENT
93.42
.'??? Or Qh W p
' S83'52'34"E SHOULDER 1 4" PER FT
1 1?? 9 a od
?/ /I\ \I 11 / I 148.9 6' J V `J ,'V i S 1 O ^ SCOPE 1 PER FT. . '
/???? \ I I I II / / Moor , 2.
e Gov n}-?
\I\ \ 'i I ?\ \ -I- - 9" STBC TYPE A OR C
I x0 2.1 1-2
11\ ` ?? 1?\ \ \ '? P MORCAN WOOD DRIVE
\ 'bj?c? platiS I o?
E TYPICAL SECTION
SI1,?? \ \\ \ `? \ \1 \ \ 1 /) ; N.T.S.
• ?a X\ 1 1`. \ ? 1 \\ \ \
\ \\\`;?\ \ \ ?\ \ / P. C. 89 PG. 899
\I i\ \ 26 m
LONGLEAF DRIVE
I \ ??.y?j?\ \ \
'92;79'_ 22' PAVED
1 \ \ 1 I \ -_ 7 147.32 '
89
9 - N01' 14'08"E 60' R/W PRIVATE
NO ?1 \ 1 \ \ \ I 1 \ ??`? ?? 10';00.a7''W, X1
fj.191 a re7 20 \? soo \ ` 1 .1 ,
\ \ \ \ \ \`? •r I ?? ?\\i -------- -M 1 0 5 " J76440
I I I,' I I 1 \
L, 0
01.103 w 315S59
\ 65' 1 '21-E
*57-47-E 39.94c` I \\al? - / j? I I I I, i ( \ al I I IN I / / III
I \ S y ?I 33 / .' I\ / /III ( 1 rn 1 \ \ \ ?`6 acres ( w! I ( I
W 23.-2',F, 6.65 acres- 1 34 I i 1 \ ?.' I I I I I I / /' I
5150 ?c?e$ \ I i i \ ea sTRrn?
?H\ I \
\__? 1\ I I I \ I I I I I 1 `? \/ E) 9"/ in
I. H\ 1 J30 I PR0?.7? L?{ `\ I \\ •`\ I I I I / ?/ / / I I I'
N \ I\ I \ / f I OF 2-Ou J
VERT \ ?? ? I I I I I I I
15.43 aCres? M ?- PIPE l I \ \\ ?\ 1 1 \ / I j I/I I
I I I \I I \ \ ?? \ \ / \ \ ` \ I I t 43-46'0 i W I I
IoP A SrA_ -'\ `- a- \-\ -a - cn\ I I ; - I (4?.43'CH I; I ?? - -
30'fz I / S88'4
co J I I? \ m I?Ot0"Ir N01"140 ,E ' (!,'
\ \ I\ 1 \ \ j ) o?•a?'h --? -- a?--?1 -?- N?-?\4 L \ 4470.05. /110
RACK C EK WAY\
?5? PRIVATF?? \ 0284?? - 14$ --0?--?
" 'Ig o4 5?"E\ I 1300 ' T \ \ 157 1-sI 4'b3'?IM .05?T' /
N429.798 EI
-?- -I \ 1 1 J'
,38 ,?? , ' ,/ r I ( I / 7-/-l ,..I'SJ6' 1:3 59-W I/1 I i /
Lt?112p9 Q2_-=` N- o ,r' " I / I l l l , i I IMOR ooD nB?l l' l I, 1 42.43'CH I I I I l?/1im
/ / ,'' i 150?','PT'E?t/?PI' 30'R 7
I
5' tAN=/
FIE'
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I&C
. -
PROP. / -
STORM 4 I I / : / / / I I ' I ( I f
CULVERT /
\ to 48 I I- , s:59/la r s I I I' 1 / ; / I I I I /
\ h i \ ( / / /? /+ -47 I ??\ $1 acr s `?,
acres
\II
4pl I - I/\/ \
6O \ ? t I, ?I \ ?? '?\\ \\ I I If?ln /I I ' // II ' I I I I /
\`? I 1I 1 \ ?.4\?1 c`c\ r?s\ \ ? / i 1II 6105
W \1
STREAM I I/ I 1 I I I ILA I r` \, l -
?? I \ \ \ I , ( I B FFERR
I ED N I I 1
II I / /
45 1
3 acres
00
/ I
?00
Z It
EASEMENT I I / // / I / \ \?
/L // `/ / L I I l I I // /
7.8 300.61'_ - / 0.01' ?I P.C. P.G. 262
_
30V
{?I.8 9' / / //'/ __550 II ( -- - /7-?rn--- = - -- - \
\ NIP
I I I I I I / ?/// I I I I20PEDESA? E hE UAE?S M N& i i I II
I I , ?'t k EP & OVERHEAD \ III 1 "' ?- ?° l ( I I EXISTING 20' PRIVATE
E CTRIC LINE I i I \ \ \ ` I I EQUESTRIAN & PEDESTRIAN
\ \ EASEMENT
C
-HELEN W. GRAHAM
).B. 360, PG. 525
ZONED RA
AYS OF RECORD PRIOR TO THE DATE OF THIS
ORT AND DOES NOT THEREFORE NECESSARILY
A HOMEOWNERS ASSOCIATION.
HOMEOWNERS ASSOCIATION DOCUMENTS.
;OUNTY SUBDIVISION ORDINANCE
TO MEET THE REQUIREMENTS OF
;IAN EASEMENT SHALL BE SUBJECT
)UCE THEIR OWN PLAN OF SERVICE
(EMENT
I \ / X,
S
Aoore Cow ?? : / /
\ k -'CENTERLINE
EXISTING CREEK
Scale
CENTERED ON
CREEK,-.---
V p fi ?
36 /
\ / J I I Li ? / / (10.25 acre s
? ? I ?? ? I / ? I I I I ( _
? I ? I I 1 ?
??' ?? s\ OS\ \ / ? I? ? / S74'52 '5q I /S
?, ) 'gs \ / \ X37 49.5?Vchl /
'Cl
acres / /S68.28- "W/
z 23 72'c
40 Z,
x-' 6.29 aCrys/ pgre?' \ - t - _ _ _ I N
mil/ J? - -- - - - / ' - / \ \ \ \ `\ \ ``? \ •\ \ \ \ 25' LANDSCAPE E$MT I ( i ?t
B ED ork,\ 8 11 II IF
I I I ?' / ,, -- - - - 550 - / \ EX. \ ?, ?? ? st 1
\\ \5.\P7 acre:
-BUFFER ' ! / \ ` \ \\• s~ \\ \ 1 1 I ??
IX EREDD ON / l \IfOR ODD R.\ \\\ 1 1 1 I I,oz°OOi / I
,/ I - - l l\ P A R I 1 \ as \ \ N44' 4.571W I
END WATER MAIN bb'
I I 1 I L--
2• BLOW-OFF I / - - - _ - -PBQP_ _, L \ _ \ \ \ w , .\ 27.7 chl I I
00'4 '03"?E 1
--- N01'45'12 E, - \ ?---
1 I
-------------- IJ
1 x 43.14'
I
rn
5
14 48 W \ \S?(?1'45 12_W --'?------- so1.45 12
1S01'
370.00' 12
5 0.00' L? 1_54:78' -- ---- --- - ------- -- - -- ----
% / \ \ \ 350.0;
350.00 T
\ \ \ _ o f I 25' ANAWE \ \ \ - r- 1 £ 1 1 r- - -
CUL
(To
\ I \ ? I
- -- 1_ - -'3? acr s 2 \ I \ I
- I I -1 5.31 acres
43 --
d \ \? I?
00 ? III \ 5.02 acres \ I \ \ I
- 44
41 I
r? 1 \ Ire II \ \ - r? I --
?I 1/eo0 r°o I \ I \ \ 5.02-acres ?" I 45
?- Do,,- 1 I? \\ \\ I i I I\ \ \ \ k i \ \ ` , I. I 5.38 acn
zl 1 1 1 I I I I I\ I I I
------? -- __ _ J L- ( 11 III \ I I I
370.00' ,? IL -1- - - -? - J L ?_ - I ?I
370.00 - - - -
= ?-'00 - I 350 00' 367_85
0 I I \ IS 01'45 12" W
? I I
HELE
D. B.
50' R/W
I 8' 20' P ENT 6' I 6'
SHOULDER SHOULDER DITCH
21 SLOpE 1' PER FT. 1 4' P R FT
.. 1' PER FT.
9' STBC TYPE A OR C I
2' I-2
MORGANWOOD DR. 6•_ I
TYPICAL SECTION
N.T.S. \ to
?`? ? \ 1 I I I I
I I I
i I I
I3
\`? ? I I I I I I
1 TFMP. DIV
\ DISTURBED UNITS I I B?RM
\ \ I?I? 1 1 il?? t
\ ? 1 1 1 1 1
\ t ? T

1

Z'" Z
1
C,1 1 5?
i ` 1 1 1
i i -;
? It" PVC WATtRUNEI
' / II ° W/ 2"! SCHEQ. 401
\ C EMCAS ENT
A \ V 1 U IDER ?OAD?TYP.)11
\ \ ?/ 1 I 1 I 1
\ 1 1 1 I !___
13+00 12+00
.1
I I
i
TOP SURFACE
BASIN DIMENSIONS
INVERT OF WEIR
L=44'
W=22'
D = 3.5'
WEIR = 6'

II
I 1
II
I I
1
(SEE DETAIL SHEET)
TOP SURFACE
BASIN DIMENSIONS
INVERT OF WEIR
L=44'
W=22'
D = 3.5'
WEIR = 6'
I ?NTERLINE\ \ \ 1 \ \ `(ly - ?S \
OF CREEK \ \ \
WETLANDS 1 / Il I
(TYP•) i I I
I I ?
PIPE 2 SILT FLIENCE
PROPO T1 L. F. 1 (Typ,)
I OF 72"/CMP
\ \ ?'\

? I I
1 1l
X
l 1 1? 1
31/4" kTER', 1
METER (TYP.)1 1
1 1 1 1
1 \ 1
1 1 1
TEMP. SEDIMENT TRAP 2
(SERE DIJAIL SHEET)- -
TOP SURFACE
BASIN DDI (ENSK)NS - -
_ _ INVER
40-
W = -22?-
D 3.5' `
WEIR -!?: 6' \
11+00

t?

1

CURVE DELTA TANGENT LENGTH RADIUS
C- 1 9'00'01 331.38 648.55 1281.35
C- 2 9'31'09 331.38 648.03 10.2'7 AGti£ W FTLAaD IA4&ALT
l IzO?LI; 5?nfA% In?P.4L.T ! !
Ir !! !! ?r DISTURBEDIrLIMITS !
3,>I
I ! r ? !
-;- _I - --I - l- ! _
\ n° 1 25' LANDSCAPEAS_EMENT
! ! SILT FENCE \ \` ! 1
- 1 I (TYP•) \ _ 1 l
1 1 ` i 1 1 1
1-- _ I!ICDOT 838-.39---
ENDWAn 9----- -- --J \
ER: Cj NTERLINE`
---- -- _ -?? OF CREAK
WETLANDS
(m')

10+00
9+00
1

-SWWALE-?C"<- \ \\ "30\ \ \ I ALE
OR,,\CA-
- N?
\ \_ _
25? LANDSCAPE EASEMENT\ ) -'
\ PRI
TEMP. DN:? A \
BERM \(TYP.) \ \ \ \ \
\ P. SE tMENT TRAP 1 \ \ \
\ (S DETAIL\SHEET) \ \
\ TOf \ URFACE\ \ \
\ BASTN? IMENSIONS V (? \
\ INVERT\F WEIR V ?f
L=30 \
W = 15' \ \
D=3.5'
WEIR = 4' /WETLANDS
TYP.
8+00 7+00
517E ? I ? ScAe.Et J"?4o?
CURVE TABLE 03/2C/Zoo3
(fr oop Sv$o. PN?sc ' 3
/Aoa6A4
.SrjE 2 WETLA/O rr???+?+`S I I u
rt ? I
Scgc.E: ,": qo' 03 26 2oa 3 ,`
/ 50 R/W 1 I 1 I I /

CURVE TABLE
CURVE DELTA TANGENT LENGTH RADIUS
C- 1 9'00101
1 331.38 648.55 1281.35
C- 2 9-31-09' 331.38 648.03 1257.81
1 l 1 / I
I e' 20' P ENT 6' 11 6'
SHOULDER ?L HOULDER DrrcH `\ I I I 1
SCOpE t' PER FT. 1 4' P Fr- \ 1 J I I
o CZ pL?? ? _ .._ . P? FT. •? S? p 2, p J I
W BtLA?? rMff)C.'f 9' STBC TYPE A OR C 1 1 ( I 1 i I
2' I-2
WEB DS MORGANWOOD DR. 6' 1 'I 1 1
( ) TYPICAL SECTION 1 1
N.T.S. srec li:? J I J I I .1c
#4 RIP RAP PAD
1 I
Q25 = 63.5 CFS I 1 I
WETLANDS V25 = 11.0 F/S J I J I 1
(TYP•) CLASS "1" RIP RAP I 1 I ?I J 1 J
W/FILTER FABRIC I I I JI J 1
D50 = 13" TEMP. SEDIMENT TRAP 7 I J I
/ LA = 32' T(SEE DErAJL OP SURFACEHEET) I I 11 ell 39 W1 12 BASIN DIMENSIONS W27 12' INVER 0'F WEIR DEPTH 2 L381 z I J I I
EX. CENTERUKE - W= 20?? 1 / J 3 I 1 I /M
/ SWALE I I = 3.5' TEMP, 6 DN. ERM (TYR.) I J w
/ TEMP. /SEDIMENLTRA?k I IR / 3 RIP PAD TO PROVID POSITIV
\ (SEE (D€TAILSHEEF)IQ25 = 1. CFS I DRAINAGE TO SWALE M" O i DI 3
\ \ TOP SURFACE \ \ I I Y25 - 6 F/S
TEMP. DIV. -BERM I '^ I
BASIN DIMENSIONS \ I I I I I I \ LASS "B" 4P RAP I >?imRl I TQ PROVIDE\POS INVER 1 OF WEIR % /FILTER FABRIC D NAGE TO\TEMP. 3
W= 17' 1;0 LFEC T?MP. DNS 0.5 1 OROP. ASSI 11 I J
S IMENT TRAP 8 D = 3.5' \ \ , 1 BERM (TYP.) _ 6 } 6" IG.V. W 6' DI HYQ. STUB I J ro J
` IR = 4' 540 - \ 1 W1\ 4.5 ' G.V. #0 BE LO TED J
W2 4.5' J JACENT TO 6' WAT R MAIN I J LL'
I J
\ - - - - ^ - ` ?` \ DEPT?i = 1.5? OUT OF ROADWAY DITCH J J
N. \ ?. EMENT
25? LANDS E
h ' 1
-?- - - - --? - - - - 000
\ ?-? ??? _? ?\ ?X- '? 1` • _ I - APT = I21+65.21 _ - - j - i J I r 11
- - I J
\ \ '26+(0 25*00
\ \~ / 24+ I I 23+ 0
22+00 I 21+ / 60 LF.
\ \ ? ? / \ \ - I I -?? -4 I I ? ?I I F- ? i -D.I. WATEI
<- WALE ' " ss J ss -SyV "<<
\ TEMP. DN. /??' \\ ` I I ^--
\ \ \ BERM /-
\ - - -MP. SEDI-TRAP \ 6 LANDS E _EASEMENT OP SURFACE TEMP SEDI TRAP'
DI PENSIONS) SEE ETAI M HEET) 15 I 3/4' WATE I ? II ? 18' G.V.
IN NVER OF WEIR \ \ \. \ TOP §URFAC? I I METER (TYp,) I 11 PVC WA RUNE I
DISTURBED ?\ NJCDOT ETD.: 838.01 I BASIN DIMENSIONS I I W/ SCD. 40 CL INT. 20 77.71
LIMITS (TYP.) = 30' \ \ \ \ ENDWALL - - - - INVEN OF WFfR I I J PC2ENCASEMENT
\ = 3.5' \ L - - - _ _ - - - - - `T 1 L = 44' I I I
IR 12' W 22' UNDER ROADS (1YP.) I
= ?? ------------- =J J J J I I `
26+00 25+0 0 24+00 23+00 22+00 21+00 20+C
vvc i miua ? to i vnijur
MAR 3 g 2003
MON
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit # 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: /6
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: GS Communities, LLC, Rick Sumerel, Managing Partner
Mailing Address: 117 Manly St. , Suite 200
Greenville, SC 29601
Telephone Number: [phone] Fax 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:
Company Affiliation: Fleming Engineering.. Inc
Mailing Address: 700 Carnegie Place
Greensboro, NC 27409
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Morgan Wood Subdivision Phase 3
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 8523-01-38-2159 (Partial)
4. Location
County: Moore Nearest Town: Seven Lakes
Subdivision name (include phase/lot number): Morgan Wood Subdivision Phase 3
Directions to site (include road numbers, landmarks, etc.): In Seven Lakes, off of NC 211,
Take Lakeway Drive into Beacon Ridge Subd., Turn Rt. onto Longleaf Drive, follow
Longleaf Drive to Int. of Andrews Drive (East Int.), Prop. Entrance directly across St.
Site coordinates, if available (UTM or Lat/Long): Site is linear, see attached
(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): 115.21 Ac.
7. Nearest body of water (stream/river/sound/ocean/lake): Jackson Creek
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state,nc.us/adniin/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is wooded with moderate terrain, adjacent property
is single family residential and agricultural
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Site to be developed for single family residential home sites. Roads to be constructed to
NCDOT standards including roadway ditches with ribbon paved roads. Equipment to be
utilized include standard grading equipment, trackhoe for pipe installation and earth moving
equipment.
11. Explain the purpose of the proposed work: To gain access to rear of property
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.
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.
N/A
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: Roadway Construction
consisting of 70 LF of 72" culvert for stream crossing, Pipe upsized for 1' bury, roadway
rading, and fill for stream and wetland crossing to access rear of property.
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**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Site # 1 Roadway Const. 0.27 No 0 Forested
Site # 2 Roadway Con st. 0.02 No 150 Forested

* 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
*** 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: 16.307 Acres
Total area of wetland impact proposed: 0.29 Acres
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 Im act Perennial or
Intermittent?
(please seci )
Site # 1 culvert 120' UT 2' Perennial

* 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
N?NNw.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., \vw?),.topozone.com,
etc.).
Cumulative impacts (linear distance in feet) to all streams on site
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 map)
Type of Impact* Area of
Impact
(acres)
Name of Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
A

* List each impact separately and identifj temporary impacts. Impacts include. but are not limited to: fill, excavation. dredging,
flooding. drainage. bulkheads. etc.
5. Pond Creation, Me..
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.
Pronertv access to rear of propertv. To reduce impact, amount of fill. height of crossing
lowered to reduce linear feet of disturbance. Erosion control techniques and flagging to be
utilized to control erosion to effectively minimize disturbance.
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: redacing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htnl. If use of
the NC WRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/.A
Amount of buffer mitigation requested (square feet): N/A _
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 SuppI Buffer Requirements), or other (please identify Moore Count,} _)?
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. (30' stream buffer each side of stream, Moore County Ordinance)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4200 3 N/A
2 1.5
Total
Zone t extends out 9U feet perpendicular from near bank of channel; Lone 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.
Page 11 of 12
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 impervious surface =0% Proposed impervious surface +/- 12% or less Permanent rip
rap pads for velocity and storm water controls temporary swale lining and erosion control basins
to be sized for the 25 yr. storm during construction
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.
Individual lots to be served by individual conventional septic systems
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact perms 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).

Applkan"gent's Signatures 6at?
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
VICINITY MAP
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CURVE DELTA TANGENT LENGTH RADIUS
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WETLANDS
(TYP•)
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TYPICAL SECTION
N.T.S.
#4 RIP RAP PAD
Q25 = 63.5 CFS
WETLANDS V25 = 11.0 F/S
(TYP.) CLASS "1" RIP RAP
W/FILTER FABRIC
/ D50 = 13" TEMP. SEDIMENT TRAP 7
D
32' (SEE DETAIL SHEET) 39 Wl 12' BASIN S
TOP SURFACE
W21= 12'- _ INVER OFMEWEIR
DEOTH - 2' , L = 38?
EX. CENTERUNIE - W = 2C I /
SWALE
TEMP. SEDIMERE TRAM. B I I R
\ \ (SEE ?buAIL -sHEET)- -
\ TOP SURFACE \ \ I I
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1 R = 4' 540 - - ?' - \ \
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TYPICAL SECTION
N.T.S.
S78'08' 19"E ?
41.22' N.?
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65.49
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93.42'
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iE \ ?? 1\\ \ \ ` y«? p?QtiS ?'? TYPICAL SECTION
I1? \+\ `? 1\1 \ \ / 1 / r N.T.S.
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\I \I \ \\ o? 2 ` ; \ , _ 2 7 N LONGLEAF DRIVE
147.32' (22' PAVED)
\1$ 9' N01' 14'08"E 60' R/W PRIVATE
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:- . - I \ 26 acres I I I /
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t? I \ I 1 ;? 1 : ??
29.79' ?'I -\' 69 ?1 • / I ?- - - _ I I - I I ?' 1 I / /
'? I r I I , /-] I ?I I I S6- 13-59-P
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i / / , , , / 1 I 11
I
LN? Z?Q2?-`% MORCANIIOOp DR!{ ' I 42.43'CH" I I J?11??"!
1500, PRATE-kIll'I' 30'R -
5- E
Lr) -F7
lLn
STORM /4p I I / / /" ' 1 1 I II t -
(TyP•) ab l\I 48 6.?9?acr s
x.47- \? I? , `?I 1 .?1 acr s --acres LLI
\1``' I ?.4 acr s\ /T/ /\/ \\ +? \?\ \ \ 1 I I:r'I / / I' I I //' I I ?? /
6? STREAM V,
WFFER U-)
45 I I I 1\ I i I I
Il / Itx. 4 III
8 acres h
00
Q
Cie
?I a l/ ill , , _?
it /?=NG dR
30 CP&
NT I \
17_85 3 0 01 ; Lr T ?, /? /- FfASEML - L/- - - I -j
-? ,.1_ 300.0+1_ 3oo.61' X0.0,' / I _P.C_ 8,. PIG. 2,62 309711.8
9'
I I I I // / i I \ I E PI NIP \
120' PWA?E IE UESTF IAN & I I i II
I I I //FSC. EP & OVERH DI I III PEDESTRIAN ASEMEI?IT I I
EXISTING 20' PRIVATE
E ECTRIC LINE \ I 1 1 \\ \ \ l\ I\ l I I EQUESTRIAN & PEDESTRIAN
\ \ EASEMENT
HELEN W. GRAHAM
D.B. 360, PG. 525
ZONED RA
ING.
OF WAYS OF RECORD PRIOR TO THE DATE OF THIS
.E REPORT AND DOES NOT THEREFORE NECESSARILY / t
IED BY A HOMEOWNERS ASSOCIATION. A QP`?,q y\
IN THE HOMEOWNERS ASSOCIATION DOCUMENTS.
I I on )ORE COUNTY SUBDIVISION ORDINANCE /? J
USED TO MEET THE REQUIREMENTS OF " "d0 ?e COU ?1 D`? CENTERLINE
JNTY. EXISnNC cltE?I?
Scale 1•"??00 ? / / / ® ,,''__
EDESTRIAN EASEMENT SHALL BE SUBJECT
?)\
MENTS
/BUfFE12
_ PRODUCE THEIR OWN PLAN OF SERVICE
SENT Rt D ON
36
W (10.75 acre / p
DF PAVEMENT
)NS \ \ , , f / \ / / / l j? I \
>TORM
I \
\ ` I y"'1 S74 52591
?/ X37 49.5?'ch i
acres / ,S68.28' l"W F
23
z 00 r.
z, - Coll
N 01 45'-
30 11;m 8
f C4
6.29 /5.1 Q p
gre?' ?\ - -• I- - o I - i
25' LANDSCAPE EI$M T ( I ?t1 ?t
c ED orb 8 1 I
/ ( / --- --550---- EX. 5.97 acre
sl I d
60' STREAM
CENTERED ON \ 1 \ ti \?? \\ I Sol /
_EX --CREEK YOR OD R. , s ?\ I I 1 I I
R I N44' 4.57'(W , I I
I - /\ 6b' P A a•
END WATER MAIN I/ / I L- - __ - - - - P2oP' 27
J I I
\ - \ .7 chl
2' SLOW-OFF - -i L \ \ .`
/ I - - - (?•) 0014 '03"? /
--- No1'45112 E, / \ \ 43.14'
1--
: I I
----------- I
-- _ - --- --? -- 6-6 -12 --?SFasEAiENT_\ __ 1VOh' 12"? IIJ / I ?----
( -- -
N88'14'48"W?- S?q1-' -= S01_4512 S01'4512
45'1-?- ---- '
\ \ 2W 07-
--37o,6;- ,----- 370---- -?-?- - ---Lso1_? 12 ----- QL'4? s•2s c
50.00' 1_578' - .00 - --
- - - _ - - - / -- \ 350.0_ -? ---Q- 43
° 350.00 \-r-- 1 ? 3s5_
\ - - o I I -- -- - -- ?I , i/ / 25' LANDkAPE \ \ - - ?\ r ) 7£ 11 - , I r- -- - -
?i? -4
_co I I - - .h i \ \
r -I - - - \ \° \ \\ CL
-? \ I `\ h I \? 111- I Cr
-41_x- ? i ? V I
001 1 _ -5:31 acres -? I?2 \ ?` I \ \ , _ ?I I
--I _ . i 5.31 Gres \ I \ 43
d- r? 1 \ ` \r? 11 \ \ 5.02 acres
acres 45
501 ;?6°°/ 5.0i-44
5.38 as
I
I I \ \ I I I I\ ? ? ? I ? ? ? I•
r
Z1 I
I
------j L---- --j L--- ?I 1111 II 11 \? I I? I, I
----- 370.00'_ _ 370.00'1 I 1?t----? -J L \----- I ?L --
_
J`r --
\ -
350.00,
-fir- 3 00' - _ 367_85'
00 / I I \ IS 01'45' 1?" W
I I I \ \ \ // ?\ I I
HELE
D.B.
50' R/W
I 8' 20' P ENT 6' I 6'
SHOULDER SHOULDER DITCH
21 SLOpE 1' PER FT. 1 4' P R FT
.. 1' PER FT.
9' STBC TYPE A OR C I
2' I-2
MORGANWOOD DR. 6•_ I
TYPICAL SECTION
N.T.S. \ to
?`? ? \ 1 I I I I
I I I
i I I
I3
\`? ? I I I I I I
1 TFMP. DIV
\ DISTURBED UNITS I I B?RM
\ \ I?I? 1 1 il?? t
\ ? 1 1 1 1 1
\ t ? T

1

Z'" Z
1
C,1 1 5?
i ` 1 1 1
i i -;
? It" PVC WATtRUNEI
' / II ° W/ 2"! SCHEQ. 401
\ C EMCAS ENT
A \ V 1 U IDER ?OAD?TYP.)11
\ \ ?/ 1 I 1 I 1
\ 1 1 1 I !___
13+00 12+00
.1
I I
i
TOP SURFACE
BASIN DIMENSIONS
INVERT OF WEIR
L=44'
W=22'
D = 3.5'
WEIR = 6'

II
I 1
II
I I
1
(SEE DETAIL SHEET)
TOP SURFACE
BASIN DIMENSIONS
INVERT OF WEIR
L=44'
W=22'
D = 3.5'
WEIR = 6'
I ?NTERLINE\ \ \ 1 \ \ `(ly - ?S \
OF CREEK \ \ \
WETLANDS 1 / Il I
(TYP•) i I I
I I ?
PIPE 2 SILT FLIENCE
PROPO T1 L. F. 1 (Typ,)
I OF 72"/CMP
\ \ ?'\

? I I
1 1l
X
l 1 1? 1
31/4" kTER', 1
METER (TYP.)1 1
1 1 1 1
1 \ 1
1 1 1
TEMP. SEDIMENT TRAP 2
(SERE DIJAIL SHEET)- -
TOP SURFACE
BASIN DDI (ENSK)NS - -
_ _ INVER
40-
W = -22?-
D 3.5' `
WEIR -!?: 6' \
11+00

t?

1

CURVE DELTA TANGENT LENGTH RADIUS
C- 1 9'00'01 331.38 648.55 1281.35
C- 2 9'31'09 331.38 648.03 10.2'7 AGti£ W FTLAaD IA4&ALT
l IzO?LI; 5?nfA% In?P.4L.T ! !
Ir !! !! ?r DISTURBEDIrLIMITS !
3,>I
I ! r ? !
-;- _I - --I - l- ! _
\ n° 1 25' LANDSCAPEAS_EMENT
! ! SILT FENCE \ \` ! 1
- 1 I (TYP•) \ _ 1 l
1 1 ` i 1 1 1
1-- _ I!ICDOT 838-.39---
ENDWAn 9----- -- --J \
ER: Cj NTERLINE`
---- -- _ -?? OF CREAK
WETLANDS
(m')

10+00
9+00
1

-SWWALE-?C"<- \ \\ "30\ \ \ I ALE
OR,,\CA-
- N?
\ \_ _
25? LANDSCAPE EASEMENT\ ) -'
\ PRI
TEMP. DN:? A \
BERM \(TYP.) \ \ \ \ \
\ P. SE tMENT TRAP 1 \ \ \
\ (S DETAIL\SHEET) \ \
\ TOf \ URFACE\ \ \
\ BASTN? IMENSIONS V (? \
\ INVERT\F WEIR V ?f
L=30 \
W = 15' \ \
D=3.5'
WEIR = 4' /WETLANDS
TYP.
8+00 7+00
517E ? I ? ScAe.Et J"?4o?
CURVE TABLE 03/2C/Zoo3
Triage On-Hold Letter 2.0 Staff Contact Date
D$) Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
? Please show all wetland on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
.? Please indicate all stormwater outfalls on the site plan-
c3 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 _
0 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 LS 7/ f 7e
This Office believes that the labeled on the plans as i c:. be r evod-0r-reconfr9ured to avoid thA m ads to.4h„-- __-Rlease
visa ptans4o avoir}if?e-+mpacts. ?7t1,f' ?,?C(f ?L t°?'t ?2"r'? / /j1 /:?G 1??, t
This Office believes that the 1-I3ele? on the plans ar can be moved or roconfigured to minimize the impacts to the / n. Please
revise the plans to minimize the Impacts. fie V0of 1 rC6' (? ?Gft??
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve. diffuse /
flow through the entire buffer then. It may be necessary to provide stormwater management practices that remove nutrients before the stormwater t` t
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.
.? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
J
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
? Please Indicate which 404 Permit the USACE would use to authorize this project.
UNITED STATES POSTAL SERVICE
Postage & Fees Paid
° Sender: Please print your name, address, and ZIP+4 in this box
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite '.;0
Raleigh, NC 27604
First-Class Mail
USPS
Pcrmit No. G-10

v Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
v Print your name and address on the reverse
so that we can return the card to you.
o Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: -T-755 U c
GS Communties
117 Manly Street, Suite 200
Greenville, SC 29601
03-385 - Moore County
A. Signature
? Agent
? Addressee
B. Received by (Printed Name) Cllat rof Delivery
D. Is delivery address different from item 1? JU Yes
If YES, enter delivery address below: ? No
3..Service Typo
O 'Certified Mail ? Express Mail
? Registered return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. AticloNumber 7002 3150 0004 9315 2929
(Transfer from servlco label)
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M•1540
G5 GOMMUNITIES LLG
3-27-03 032703 MORGANWOOD, PHASE 3

1719
200.00
3-27-03 1719 200.00 200.00
~c s.o.r. r~+-w
S
~
i
1138 21~
DBf6~~ PC,406 'P
NOTES:
THIS MAP GOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
ERROR OF CLOSURE IS 1:10,000
AREA COMPUTED BY D.M.O METHOD.
S78'OS'19"E 8' 19"E
NO SUBSURFACE INVESTIGATION PERFORMED BY PEENING ENGINEERING. 41.22' .22' ~ "
THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHT OF WAYS OF RECORD PRIOR TO THE DATE OF S46'09'34"E 9'34"E
THIS MAP WHICH WERE NOT VISIBLE AT TIME OF INSPECTION. 65.49' .49'
THE PROPERTY HAS BEEN DRAWN WITHOUT THE BENEFR OF A TTTL.E REPORT AND DOES NOT THEREFORE NECESSARILY N65'08'O1 "E 1" ! SIT 30 E
INDICATE ALL ENCUMBRANCES ON 93 42' TON . THE SITE. TONY N. do BERNADETTE YORK 42 P.C. 8 PG. 899 -
1~ S83'52'34"E ' ZONED - ' ' 2 34 E GC SL X130
THIS MAP IS INTENDED TO DEPICT WETUWDS AS DELINEATED BY JERRY W. YARBOROUGH, I.SS; CAPE FEAR SOIL ~6' 148.96' L .96
CONSULTANTS; 6805 AVENiS FERRY ROAD; SANFORD, NC 27330; PHONE [phone] >3
CARNEgE • GREENSBORO NC 27409• 336 wETUNDS LOCATED BY PEENING ENGINEERING, INC.; 70o PLACE, , ( )
852-9797, PER WETUNDS DELINEATION BY CAPE FEAR SOII CONSULTANTS; 6805 AVENTS PERRY ROAD; SANFORD, NC VICINITY MAP
7 10 708-7415. BASED ON BOUNDARY BY CENTRAL CAROLINA SURVEYORS, PA; 5316 HIGHWAY 211; P.O. 2 330, (9 ) BOX 431; WEST END, NC 27378; [phone]; PROJECT NUMBER: 36700; FlLE NUMBER: 10880; DATE: N.T.S.
10-23-00 G~ .k
~6
0 i
~
> > JAMES H. do LINDA J H. do LINDA J. EVANS
~ J P.C. 8 , PG. 8 ~ v! ZONED GC-SI '.C. 8 , PG. 899 ZONED GC-SL GS COMMUNf?IES, LLC
~F SECTION 1 d< 2 s ~ MATCHUNE 1~ P.C. 8 , PG. 899
~ ~ ~ ~ ZONED GC-SL
CD
i GS COMMUNRIES LLC
AREA SUMMARY FOR WETLANDS DELINEATION Gs COMMUNmES uc 3 P,C. 8 , PG. 899 I I
~s _ \ SECTION AREA IN WETLANDS D.B. 1 s44 PG. 308 ~ 2) LONGLEAF DRIVE ZONED GC-SL \ I
ZONED GC-SL ~ g• SQUARE FEET ACRES up ~ _ _ (22' PAVED) ~ 92.79 147.32' - , - I
' ~ 189.69 I ! 60 R :PRIVATE I sRE Daa N10'00 07"W ~ • " N01 14 08 E
69 898.88 8.26a ~ N 1 9 ~ N01 24 49 E I ; ~ , ~ ~ I TOTAL AREA: 120.48 ACRES
~ 2 960,709.90 B.Obi 0 Z ;s \ ~ i • 0 i EX. ZONING: GC-SL 's , I I
. ~ \ ~ DEED REFERENCE: 0.8. 1644 PG. 306 / i i TAX PIN NUMBER: 8523-01-38-2159(PARTIAL
.TOTAL 710,342.78 18.907 EJP ~ N01 08 55 E 376.40 I LRK NUMBER: 26747 ~ ' ~ /
E1P ° ~ I I E___._-_
DALE'~0. dc,~OANN
~ ERICKSEN ~ P.C. 8' , PG., 62 I I ~
t` / zONEO cC-sL ,
'I ~f i' i
ui ~ ~ / / II
~h ~h _
i j ~
THIS CERTTFiES TWIT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY II i LEGENa
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED w / i ~ R N _ ~ ~ EI EXISr> G RUN ROD
BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN THE LAW f OR OUR PUBLISHED REGULATIONS. THIS DETERMANATION OF SECTION 404 y1 JACQU~NE H I I ( EIP EXISTING IRON PIPE
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE YEARS " !n ~ ECM EXISTING CONCRETE MONUMENT ~ i P.C./$ , PG! 262 / NIP NEW IRON PIPE
FROM THIS DATE. THIS DETERMINATION WAS MADE U1IUZING THE 1987 CORPS OF ~O~ ENGINEERS WETLANDS DEIJNEATION MANUAL •t i ZONED GC-SL / , RR EXISTING RAILROAD SPIKE
~ / i 1 i N43' 01 "W
~ TOTAL ACREAGE ~ / BOUNDARY SURVEY BY: CENTRAL CAROLINA SURVEYORS, PA 4.43 C~ ~ RONALD 0. GRAHAM RLS L-2464
120.48 ACRES j ~ I I $8$'46'04" 5316 HIGHIMAY 211
f~) ~ , 30 ~ i ( , ~ ~ N O 1 14 03 E 4I~0.05.% 110.00 P.o. BOX 431
(DATE) S I ~ i ~ WEST END NC 27376 ~S I 11 [phone]
WETLANDS DELINEATION BY: PEENING ENGINEERING, INC.
S 14' ~ 700 CARNEGIE PLACE 4~ W 470.0 i i ~ i (I GREENSBORO, NC 27409
i ~ j [phone]
( (SEE NOTES) i 4.43 C}i~
~~2 ~ ~ I) • ~ / / 30 R~ l1
51~ „l l / i ~ i
N88'14'48"W S01'45'12"W ~ I
50.00' 154.78' i ~ i
WETLAND DELINEATION SECTION 2 / ;
0 0 / FAY L. BAK i ~ II
ui N P.C. 8 , PG. 262 , ZONEd' GC-SL`
/ ~ ~
~ i II ~
3 cs coMMUNmES, uc ; ~ ~
o.e. ~s44 Pc. 3os = i~ ~ ~ i ~
ZONED GC-SL ~t ~ ~ ~ . ~ / ~ v
~ / ~ C / tip' ~ ~ ~ i' G
bo ao 0o i % 00 ~ i
Z f ~ i ~ ~
Vi' HENRY L. do JODY D: HAREY' ~ i ~ P.C. PG: ~ 262 ~ ~ i ~
30' CPdcl. ZONED GC-SL 1
SPIKE - - - _ - _ _ EASEMENT i' ~ ~ ~ i
1 i i' % / ~ ~
S 01'4 ' ~ ~ _ - - 512 W 1019.38 S 01 4 " 512 W 3027.8 '
(T1E) 20' PRIVATE EQUESTRVW a 9 PEDESTRIAN EASEMENT ` f~--- °R
EX. CP do L OVERHEAD WETLAND Dl N 01'45'12" E °P
ELECTRIC uNE E'TLADTD DELINEATION SECTION 1 569.72 (TIE) i
1 1
l
HELEN W. GRAHAM ~ SEVEN LAKES WEST BEACON RIDGE
D.B. 360, PG. 525
ZONED RA OWNER/DEVELOPER:
GS COMMUNITIES, LLC
117 MANLY ST., SUITE 200
GREENVILLE, SC 29601
PHONE: [phone] FAX: [phone]
TOWNSHIP: MINERAL SPRINGS NORTH CAROLINA
COUNTY: MOORE DATE: 03-18-03
~ SCALE: 1 =200
no o iao no no wo
=a SEAL
sr L-39 a -
,r $
1`41st Inc.
mmmuuu% liming 1911rhe I
700 Carnegie Place Greensboro, NC 27409
Phone: [phone] : Fax: [phone]
DRAWN BY. SDT RAWIN RLE. • 712-06 WET-ANDS.dw SHEET 1 OF 3 PRDJ. No.: 712-08 REF. No.: 0-021