20070477 Ver 1_401 Application_20070307

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
-, a
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400 2 0 0 7 0 4 7 7
Phone [phone] /Fax [phone]
E-mail: [e-mail]
15 March 2007
Mrs. Emily Burton
Wilmington Regulatory Field Office
US Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
Reference: Glen Laurel Subdivision, Moore County, North Carolina
USACE Action ID SRW aoo(v yl(~q_ pf~3
NOV 2006-WQ-0031
Dear Mrs. Burton,
Enclosed please fmd the Pre-Construction Notification (PCN) that has been prepared for
the above referenced property, located on Magnolia Drive, Sandhill Township, Moore County,
North Carolina. The residential subdivision plan has three existing sewer line impacts that have
permanently converted 0.27 acre of forested wetland to herbaceous wetland and temporarily
affected 20 linear feet of intermittent stream. It is our belief that the existing impacts are
consistent with the conditions of USACE Nationwide Permit 12 (DWQ WQC3374) and qualify
for after-the-fact permitting.
I mist that this provides all the information that you require to authorize the existing impacts.
If you have any questions or need additional information, please feel free to contact me at your
convenience.
Sincerely,
~,~~.~~~
Krissina B. Newcomb
Environmental Scientist III
CC: Mr. Bob Stafford
Stafford Land Company, Inc.
246 Valleyfield Lane
Southern Pines, NC 28387
Division of Water Quality
401 /WetlandsUnit
1650 Mail Service Center
Raleigh, NC 27699-1650
~c~~od~
.MAR
I 6 2007
DElVR -WATER ~!]Y
~~sro~yq
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

~r.~~ 20070 477
~_.
~' ~_=a ~~
Office Use Only• Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "loot .vppnca~te or ivies .~
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information ~ ~ v ~ Q v ~ D
1. Owner/Applicant Information MAR 1 6 2007
Name: Stafford Land Companv Inc. _ __ _
Mailing Address: Attn• Bob Stafford WETIANDSANDST~AMIATERRae-~na
_ 246 Valleyfield Lane
Southern Pines NC 28387
Telephone Number: 910-692-9808 Fax Number: 910-692-9801
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: Hal Owen
Company Affiliation: Hal Owen & Associates, Inc.
Mailing Address: PO Box 400
Lillin~ton NC 27546
Telephone Number: 910-893-8743 Fax Number: 910-893-3594
E-mail Address: halowenna earthlink net
Updated 11/1/2005
Page 5 of 12

III. Project Information
5
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: Glen Laurel Subdivision
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Future Ph. 5 & Common Area 8571-17-0078.71
4. Location
County: Moore Nearest Town: Aberdeen
Subdivision name (include phase/lot number): Glen Laurel Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
N. Sandhills Blvd. (US-1) and Beulah Hill Road (NC-5), go north on US-1 1.5 miles. Turn
left on Magnolia Drive (Applebee's on corner). Subdivision begins on Magnolia Drive about
0.6 miles ahead.
Site coordinates (For linear projects, such as a road or utility line, attach
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.1507 °N 79.4351
6. Property size (acres): Approximately 76 acres
7. Name of nearest receiving body of water: Aberdeen 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 htt~//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: Glen Laurel Subdivision Phases 1 through 4 complete,
Phase 5 is in progress Land use on site and in vicinity residential.
a sheet that
ow
Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: Sewer
line installed using a trackhoe and/or other typical construction equipment.
11. Explain the purpose of the proposed work: residential development
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.
DWQ Notice of Violation dated 19 September 26 (NOV-2006-WQ-0031)
USCACE Jurisdictional Determination; site visit 12 January 2007 (SAW-20064 1 1 29-063)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional impacts or permits anticipated. Restoration of impacted wetlands will occur on
Lots 63-65 in Spring 2007.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Mechanized land clearing of the sewer
line corridor in wetland areas limited to the 20-foot recorded easement. The ground was
excavated, an 8 in sewer line was installed then backfilled and brought back to on final rg ade,
and the area has vegetated with native wetland species. Portions of sewer line were not brought
back to grade, but this will be corrected in Spring 2007.
Updated 11/1/2005
Page 7 of 12

1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
car~arataly list imr~artc rliia to tenth Ctl'll('ti1TP, and f~(1(ldln~_
--r
Wetland Impact
Site Number
(indicate on map) ~ -- -.

Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(yes/no)
Distance to
Nearest
Stream
(linear feet)
Area of
Impact
(acres)
1 Conversion to herbaceous Forested Yes 50
2 Conversion to herbaceous Forested Yes 50
3 Conversion to herbaceous Forested Yes adjacent

Total Wetland Impact (acres) 0.2711
2. List the total acreage (estimated) of all existing wetlands on the property: 11.76
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mnct he inrhirlerl Tn calrnlate acreage_ multiply length X width. then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name V
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
3 UT to Aberdeen Ck Temporary intermittent 1 20 .0005

Total Stream Impact (by length and acreage) 20 .0005
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fll a~rravatinn rlrerlaina fl~nrlinu rlrainaue_ hulkheads_ etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable) _
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) 0
Updated 11/1/2005
Page 8 of 12

List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .0005
Wetland Impact (acres): .2711
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .2716
Total Stream Impact (linear feet): 20
6. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
7. 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.):
Current land use in the vicinity of the pond:
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. 11+ acres (97% of the
iurisdictional waters (wetlands, streams, and ponds) delineated in the subdivision are protected
from future development within the Common Area. The wetlands and uplands provide a
vegetated buffer adjacent to the two unnamed intermittent streams and Aberdeen Creek, which is
located along the western property line. Silt fence was installed on the downslope side of the
sewer easement through wetlands to_prevent sedimentation.
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
Updated 11/1/2005
Page9of12

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
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.
Si;;nificant areas of wetlands in the subdivision are protected from future development
within the Common Area along with some upland areas. The wetlands and uplands provide a
wide riparian buffer (mature hardwood forest and understory) adjacent to the two intermittent
streams and Aberdeen Creek which is located along the western property line.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter.. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 11/1/2005
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing impervious acreage for Phases 1-4 is
estimated as 10.55 out of 75 acres (14%). The last phase, Phase 5, will add 4.06 acres of
impervious surface, bringing the total to 14.61 out of 75 acres (19%). See attached calculation
sheet for inventory of each phase (minus the common area which is 15 acres).
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.
Sanitary Sewer
XIII. 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 anafter-the-fact permit application? Yes ® No ^
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ® No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: One
additional phase of development (Phase 5) is planned which will increase impervious surface by
about 4 acres.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-/Y~O ~
Agent's
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

612006
Nov, Z.
,-
09:57 910-692-9801 STAFFORD LAND CO
2006 ~;40PM HAL OWEN & aSSbCiATES
2 November 2006
Property Aescriptioz~:
Alen Laurel Subdivision
Aberdeen, Moire County, North Carolina
PAGE 02
No. 21 S3 p. 2
I authorize Mr. Hai pwen o£ Thal Owen & Associates, Inc., to act in nab behalf as my
agent regarding the Notice of Violatioa (N'Q'V.2006-'GVQ-0031) dated 19 September 2006 issued
by the North Carolina Division of Water Quality.
Signa e
Date
Robert St~'ord
Stafford Land Company, Inc.
246 Valleyfield Lane
Southern Pines, NC 283 8?

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Notea: Thh map a rwl M attadonm with GS 4T-30.
Arco by coordlnats method.
Dashed I1nn oat surveyed, dawn Dom hformalian m indkated
There ors na viable anaoachnenh
oUa Um Uoea aJ~Jrm hmean.
No horizantd a wiUino 2000' Of DroDaIY.
Legend: IPF =Iron Pipe Found = 9
PS • Iron Ppe Set f 7
IRF =Iron Rad Found
IRS .Iron Rod Sd
CIAF : Concete Monument Found yu•/
® -Sewer Manhde '~
f? =Fire Hydrant 141
~. UtilRy Pde
N = Cahle Teledalon
P50 • Power Stub Out L
iP . telephone PedeslDl
WV • Water Valve
# • Ught Pale
- • Binding SalDack Line
-ONU- = Overhead Ul6lltm
~ • Concrete Monument
950 • Smiley Sewer Stuh Out
©- Elactricd Transformer
= HVAC
-55 - • Smi[ary Sewer
- % - -fence L'na
Ownare Address : Stolfad Land Ina
246 gqVdle~dd lane
Td~t(910) 692 980828387
Reference: Oaed Book 1890, PDga 400
Phase I • PCIO, SL719
Phase i • PC11, SL711
Phou 3 • PC12 SL464
Phase 4 • Pp2 5L4B5
Phase 5 = PC17, $L271
Moore County, NorU Carolina
Ddinaation Area
1125 Mognd'a Drive • 613 sf/0,02 ores
1135 Magnolk Orln • 6,%2 of/0.1fi acres
1145 Magndk Ddve • 5,268 af/0.12 acres
1155 Magndk Rive • 2,008 af/0.05 saes
Remohhg = 497.254 sf/11.42 eras
Total = 512,705 of/11.77 acres
Properly Une u
Cenledlne of
0.hadaan crew
"This certlflas Ihal Uie mpy of thla plot IdentiRu oa wetlands dl cram of
wetlands regulated purwant to Section 404 of the peon Wota Act oe determined
by Ua undanlgned on Uo data Unlne there Ia o change In Ue law a our
published regulalim4 thh delertninalton of Secllon 104 Jurbdktbn may be rdfed
open fa o Darlod not to eecead fhw yeore from Ub data Thla dataminatbn
wen made ulllizhg the 1987 Carper of Engineer Wetland Oalhea0an Masud'
Ragdalory Ol6dd
Title
Data
USACE Action ID
CURVE TABLE
Curve Radua Chord Ch. Oirectton ro ~9
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y® Voa~BOQGQ~ ~HUaY eL ~P I~~M~QG~
D.4181, PC Berl
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Una UNE TABL
wN E
9
floe UNE TABLE
9
^a"'9
Lt 109.90' 543'4875"E lb9 14.87 58818'58"
<2 75.37 510'4729"W L70 8. 4' N7 46'40"
U 48.43' Ifl510" L71 J1.4T N041F 9"
L4 57.89' S8031'd6 L7J 2059' 57879'33
L5 1 89' 74'5 "8 L74 54.40' Sl6'403B"E
L6 14.1.6 ' S45'M'S9"W L75 B .78' 60 '07"W
U 10295' 5715751" L76 83.97' B '45' 3"W
LB .105.47 '78'3 "8 L77 44.76'.. NBT35'S9^8
L9 56.19' S805YOB L78 46.57 5T2'OB'O6'W
L10 9.85' 5507 58"E L79 .70' 5782750"W
L11 100.34' S53'1T "N 1.80 37.10 9J '44'48"
L12 178.80' '3YW LA1 71 Y 513'30' J'E
L1J 54, 508'/6' YW LB2 14.56' 555 'Ofi
L14 107.98' S VY11" LB3 SS.OC 55J31'OS"W
L15 99.70' 656'54"W L84 47.18' 5831 35"W
Ll6 8 , S6 7 '4 LBS B. Y 548'49' "W
U7 1 .18' 7 4'0 "W L86 81.87 7 "W
L18 77.78' N88'45'4 "W L87 47.86' 55495'04'W
L19 45.05 54118'17 L88 SO.B5 5 57'70"W
L20 89 37"W L89 .1 ' S 81 '00"W
UI &65 N89'4J' W L90 3 7' 51774' J"
l22 170. D' N89 'OYW 1.91 57.24' 51814'31"W
' L23 ~ 189.24' N89 "W L92 . 0' 56651'11"W
L24 0' 958' L93 1015 ' S1314'OY
l25 8.43' 589 '36"W L94 31. 73'48'70"E
L26 1 T '4516 L95 51.57 5 'k'
L27 10.97 SBT44'48"W L98 45.10' 500 0'40"
L28 5205' ]'43'00'W L97 74.83' S 10"
129 31.03' 50818'?B 196 51.73' SOfi5B19"W
130 50.74' fl0'49"W L99 54. 4' S1833'41'W
U1 59.94' S00'IB' "W L100 1.29' 502'4748"E
U2 7.81'r 5899D' 1"E L701 69.174' 511 0'29"E
U7 0.67 58 '4700'W L102 45.97 575'4019"
L34 49,05' N70'44'SYW L103 0.70 53774'26"W
US 19.09" 1 1 " LID4 8. Y 4'W
Ufi 54.58' SOSSB'S0" L705 48.55 54676'04
U7 98.5T.... 4 'SJ" LIDB 11A.19' S59'32'OB'W
U8 68.00' 58870 Y L107 8 .84' SS '04'20'N
U9 56.54' S707570"E L108 108.118' S815Y30"W
L40 3.36' 5891 4 " LI09 19.31' N8470'45'W
L41 35.15' N0199'4B"W L110 1.34' N64 'S1'W
L42 38.94' N7 4'35" Ltll O.OY N7995'41'W
L43 48.42' 611 '26" L112 49.9D' N14 Y 0"W
LW 103.48' 574'44'71 L113 99.88' N25 0' 1"W
L45 64.98' N723YS3" L114 38.20 N755Y31"
L46 58.35' N44 J1" L115 70.68' N74V04J"E
L47 5. 5517 '49" L116 1.74' S695YOB"
L48 8.76' 5417 '4Y L117 55.58' N80'JT40"
L49 77.%' S 1B'DB L118 78.01' 578 '16"
lS0 44.57 S 138'4 'W L119 60.77 T4 bD"E
U1 7fi.99' 5' "W U20 57.84' S6699'16"E
L52 8.7 ' P L721 . 9' 71'45' '
Lg3 61.53' 58118'78"W L122 0. 7' 56757'14
U4 B1.8T' S8 1'15"W U23 19.70 54]15'18"W
lS5 7 .2 ' SBfl9'4B"W L124 37. 5' S60'44'OS'W
L58 100.93' 541'4 ' "W L125 8.61' 51472' 'W
L57 94.77 50873'OS"W L126 3A84' N83 1'10"W
UB 751 54891'4 L127 77.90' 574 8' 6"W
U9 50.4]' S853Y35'E L126 T579' 5879704"W
L60 33.SD' 584 L129 553 ' 75'OYN
L81 104 1' N 14 L130 g N "W
Lfi2 75.75' N5804' 4" L771 69.51' N1995'18"W
L64 U 56540'41'W L1J2 551 ' N0474'04"W
L65 9.04' 50899'40"71 L133 449' N2 1'13"
Lfifi 4 .85' 558' L734 J5. Y N411 '00"E
L67 4 9T N769Y 8 L735 77. 0' 5491'56'
L68 18.00' 584 49 L136 81D' Y "W
L137 43,14' 53970' TE
L138 47 T48'W
L139 3' ' 6'
L140 38,70' 56735'43"8
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3YaPlord land Company
3orhdlctlonal yYa941and locatlona
Sandhil Township, Moore County
Aberdeen, North Coralha
JOBf 0217201ph7-wetlandRl
January 2/, 2007
Drawn By BCW
Retieed: '1-29-07 to add sewer impact
Revised: 2-2-07
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Glen Laurel -Impervious Area Calculations
Wednesday, March 07, 2007
Phase 1
Total 14.00 Acres
Road Area 1.43 Acres
# of Lots 27.00
Avg. lot Coverage 2,500 SF
Total Lot Coverage 1.55 Acres
Impervious Area 2.98 Acres
14.00 Acres
21.28%
Phase 2
Total 15.33 Acres
Road Area 1.68 Acres
# of Lots 30.00
Avg. lot Coverage 2,500 SF
Total Lot Coverage 1.72 Acres
Impervious Area 3.40 Acres
15.33 Acres
22.19%
Phase 3
Total 9.44 Acres
Road Area 0.84 Acres
# of Lots 23.00
Avg. lot Coverage 2,500 SF
Total Lot Coverage 1.32 Acres
Impervious Area 2.16 Acres
9.44 Acres
22.88%

Phase 4
Total 7.37 Acres
Road Area 0.52 Acres
# of Lots 18.00
Avg. lot Coverage 2,500 SF
Total Lot Coverage 1.03 Acres
Impervious Area 1.55 Acres
7.37 Acres
21.07%
Phase 5
Total 14.11 Acres
Road Area 1.58 Acres
# of Lots 60.00
Avg. lot Coverage 1,800 SF
Total Lot Coverage 2.48 Acres
Impervious Area 4.06 Acres
14.11 Acres
28.77%
Total PHl - PH5
Total 60.25 Acres
Road Area 6.05 Acres
# of Lots 158.00
Avg. lot Coverage 2,360 SF
Total Lot Coverage 8.56 Acres
Impervious Area 14.61 Acres
60.25 Acres
24.25%