20071833 Ver 1_401 Application_20071007

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Division of Water Quality
Wetlands Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
To Whom It May Concern:
October 25, 2007
Re: Youngs Hill Subdivision
Forsyth/Guilford Counties, NC
404/401 PCN
Landcraft Management, LLC
JEG Job No. 2006-080
0 7- 1 8 3 3
'~Y'11~E~'.. o
itE~~l~~"~`:
With regard to the referenced site, and on behalf of Landcraft Management, LLC., we have enclosed seven copies of the
Pre-Construction Notification Application for Nationwide Permit 29 for your review and approval along with the $240
application fee. The site is to be developed for residential single family and multi-family lots. We have attached copies
of the USGS Topography Map and Forsyth County Soils Map for this area, an overall impact map, a vicinity map, half-
scale plan/profile drawings of the impact areas, and enlarged specific impact maps. Also included are the data sheets
and wetland delineation surveys from the delineation performed by ECS Carolinas, LLP.
We have minimized impacts to the maximum extent practical while still allowing for property access and inter-
connectivity asdesired by the City of High Point for pubfic safety and service.
Any questions regarding the stream or wetland delineations should be directed to Denise Poulos at ECS Carolinas, LLP.
Her contact information is:
4811 Koger Blvd.
Greensboro, NC 27407-2669
[phone]
If there aze any questions or additional information required, please call.
_"-
JAMESTOWN ENGINEERING GROUP, INC.
CIVIL • SANITARY • SURVEYING
C 117 East Main Street • P.O. Box 365 • Jamestown, N.C. 27282
r inc. Telephone [phone] Fax (33~ 886-5478
Email: [e-mail]
Charles J. Jones, PE &PLS
Daniel W. Pritchett, PE &PLS
Enclosure
Cc: Tripp Bunker, Landcraft Management, LLC
Yours very truly,
JAMESTOWN ENGINEERING GROUP, INC.
Q~~ D
Ravindra Bissram, P~ O C T 2 9 2 U 0 7
ANO TTY A1FR BRANCH
James B. Stevens, PLS Rich Glover, EIT James D. Terrell, PLS

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07-1333
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 "Not Applicable" or "N/A".)
I. Processing
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 29
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 o:f page 2 for further details), check here: ((^
II. Applicant Information ~,~"~ ~ ~ ~ L5 !.' \:.~
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1. Owner/Applicant Information ~r~ OCT 2 9 Zap?
Name: Landcraft N[anagement, LLC _ _
Mailing Address: 603-F Eastche:>ter Drive VVETLAM03AND STORMINATER 3RANCFI
Hil,;h Point, NC 27265
Telephone Number: 336-883-3902 Fax Number: 336-883-3904
E-mail Address: tbunker c~,landcraftproperties.com
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: Ravindra Bissram
Company Affiliation: Jamestown Engineering Group, Inc.
Mailing Address: PO Box 36~~
Jamestown, NC 27282
Telephone Number: 336-88Ei-5523 Fax Number: 336-886-5478
E-mail Address: rbissram(cr~,jamesto~vnen ing eering.com
Page S of 12

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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
tJSACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperworl; 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: Youngs Hill Subdivision
2.. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax l?IN): 6893-04-5302.6893-14-5131
4. Location
County: Forsyth, Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Youngs Hill Subdivision
Directions to site (include road numbf;rs/names, landmarks, etc.): From I-40/NC 66 inter-
chan~e, exit and head south on NC 66 for approximately 4 miles. Turn left on Payne Road
(SR 2614. Site is approximates ly 1200 feet on right
`.i. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.036944 °N 80.045278 °W
f>. Property size (acres): 53.7
7. Name of nearest receiving body of water: Unnamed tributar~to Deep River
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the :>ite and general land use in the vicinity of the project
at the time of this application.: The existing site is mostly open with wooded pockets.
Currently, the land is not farmed or used for livestock but has been used for these
commodities previously. _
Page6of12

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10. Describe the overall project in detail, including the type of equipment to be used: The
project entails construction of a combination of single family and multi-family residences.
The development will have 42 multi-i.'arnily units and 80 single family units with a densit~f
about 2.3 units/acre. Equipment to be used includes: dozers pans, trackhoes, loaders, trucks.
11. Explain the purpose of the proposed work: The purpose of the work it to install a street
Network and utilities for the proposed subdivision.
IV. Prior Project History
If jurisdictional determinations and/or I>ermits have been requested and/or obtained for this
project (including all prior phase;s 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
1-uffer 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. }?uture Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the e;xclusion. of this work from the current application.
VI. Proposed Impacts to Waters of'the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.~;., 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 applicannt's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Installation of 129 L.F. of 84"
RCP storm piping including enerQV ~dissipators on upstream and downstream end of storm
pipe. Also, a sewer outfall will impact approximately 20 LF of stream. Total wetland
impacts for the site construction is about 0.082 acres.
Page 7 of 12

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2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
OPYIOYO~PtV liet imr~artc rlne to hnt11 ctn~ctlire and flendin~_
Wetland Impact
Site Number
(indicatf; on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
W-2 Utility Crossing Forested No 160±' 0.01
W-3 Fill Forested No 250±' 0.01

Total Wetland Impact (acres) 0.02
3. List the total acreage (estimal:ed) of all existing wetlands on the property: 2.9 Ac.±
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts in~;,lude, bait 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, ditcling/straightening, etc. If stream relocation is proposed,
plans and profiles showing •the linear footprint for both the original and relocated streams
mnct he inchitlerl Tn calculate acrea~e_ rnultinly length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma)
Stream Name
'T'ype of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
acres)
S-1 UT to Deep River Culvert Perennial 4' 129 .O1
S-2 UT to Deep River Utility Crossing; Perennial 4' 20 .002

Total Stream Impact (by length and acreage) 149 ,012
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.:>.). Open water impacts include, but are not limited to
fill- excavation. dred~ine. floodine. drainage. bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc.) (acres)
OW-1 Road/Utility Crossing Forested pond 0.05
w/fill

Total Open Water Impact (acres) 0.05
Page $ of 12

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List the cumulative im act to all Waters of the U.S. resulting from the ro~ect:
Stream Impact (acres): 0.012
Wetland Im act (acres): 0.02
O en Water Im act (acres): 0.05
Total Impact to Water;, of the CI.S. (acres) 0.082
Total Stream Impact (linear feet): 149
7. 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.
8. Pond Creation
If construction of a pond i;~ 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 airy 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.): ]Dam embankment excavation, installation of risor
/barrel for pond drawdown
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement:, etc.):eater quanti~ & water quality control
Current land use in the vicinity of the pond: Ex. Wooded/open -vacant
Size of watershed draining to pond: lPonci 2 - 15.7 Ac. Pond 3 - 17.8 Ac.Expected pond
surface area: N/A -Dry Detention Ponds
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 the;se design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during; construction to reduce impacts. The site contains two existing
ponds located within the center of the propertyand remains undisturbed with the exception of the
wetland impact W-l. Common .Area with limited grading has been dedicated around the rear of
the lots for preservation of the natural area. Slopes in the vicinity. of_S-1 have been steepened to
2,:1 to reduce stream impacts.
VIII. 1wIitigation
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
Page9of12

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freshwater wetlands or greater than or Equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with 1:he Fina] 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 b;y 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 NC]~EP 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 spacf; is needf;d.
Buffers are imposed on the existing pond and stream on-site. Additional common area in
the vicinity will be dedicated and graciingwithin the common area will be kept to a minimum
for preservation of the area surrounding the water bodies.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please dote 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 regarciing the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state..nc.us/w~rdex.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 wetla~ld mitigation requested (acres):
Page 10 of 12

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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 Nori:h 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
rnap, whether or not impacts a.re 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
(Neuse), 15A NCAC 2B .02`i9 (Tar-P'arrilico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rule;s 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 multi liers.
Zone* Impact
s care feet Multiplier Required
Miti ation
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
additiona120 feet from the edge of Zone I.
3. If buffer mitigation is required, ple;rse 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.
Pale 11 of 12

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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. Proposed imp. area = 23.7%± 80 sin leg family lots * 3000 sf/lot = 5.51 ac.+ 42 multi-
_f'amily lots * 3,000 sf/lot=2.89 ac.± + 4,760 if ± streets 3.77 acres +/-) + 4,880 ± if sidewalk = 0.56± ac=
1.2.73 acres / 53.73 acres = 23.7%) An Erosion Control Plan for construction activities as well as a post
construction Stormwater Control Plan has been submitted to the City of High Point.
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.
'Che entire site will discharge to a outfall which will be installed. during this proiect and tie on to
an existing sewer line which is sc;rviced by the High Point Eastside Wastewater Treatment Plant.
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 an after-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
htlp://h2o.enr.state.nc.us/ncwetlands. If r.~o, please provide a short narrative description:
I3uffers and water quality control devices will be installed per the City of High Point BMP
Stormwater Design Manual.
XV. Uther Circumstances (Optiona.l):
It is the applicant's responsibility to su>;>mit 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).

Applic~a~t/Agent's Signature Date
(Agent's signature is valid only il'an authorization letter from the applicant is provided.)
Page 12 of 12

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IMPACT MAP
DEVELOPER/OWNER: FOR
ZOO ~ OO ~ 200 4OO LANDCRAFT MANAGEMENT, LLC
H°~ Po NSTCNCS2~26°R'~E YOUNGS HILL SUBDIVISION
[phone] DEVELOPED BY
SCALE: 1" = 200' LANDCRAFT MANAGEMENT, LLC
HIGH POINT TOWNSHIP
FORSYTH/GUILFORD COUNTIES -NORTH CAROLINA
OCTOBER, 2007
JOB No. 2006-080

IMPACTOW-1
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'. YOUNGS HILL SUBDIVISION
DEVELOPED BY
LANDCRAFT MANAGEMENT, LLC
HIGH POINT TOIRNSHIP
FORSYTH/GUILFORD COUNTIES -NORTH CAROLINA
OCTOBER, 2007
jV JOB No. 2008-080
DEVELOPER,(OWNER:
LANDCRAFT MANAGEMENT, LLC 40' 30' 20' 10' 0 40' 80'
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
(3361 883-3902 __

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IMPACT S-2
YOUNGS HILL SUBDIVISION
DEVELOPED BY
LANDCRAFT MANAGEMENT, LLC
HIGH POINT TOWNSHIP
FORSYTH/GUILFORD COUNTIES -NORTH CAROLINA
OCTOBER, 2007
JOB No. 2008-OSO
40' 30' 20' 10' 0 40' 80'
_.
DEVELOPER/OWNER:
LANDCRAFT MANAGEMENT, LLC
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
[phone]
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~, YOUNGS HILL SUBDIVISION
DEVELOPED BY
LANDCRAFT MANAGEMENT, LLC
HIGH POINT TOWNSHIP
FORSYTH/GUILFORD COUNTIES -NORTH CAROLINA
OCTOBER, 2007
N JOB No. 2006-080
DEVELOPER/OWNER:
LANDCRAFT MANAGEMENT, LLC 40' 30' 20' 10' 0 40' 80'
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
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JAMESTOWN ENGINEERING GROUP, INC.
CONSUL'T'ING ENGINEERS
117 E. MAIN STREET
F'.0. BOX 365
C JAMESTOWN, N.C. 27282
~ inc. Telephone [phone]
AGENT AUTHORIZATION
JOB NUMBER: 2006-080
LOCATION: PAYNE ROAD
GUILFORD COUNTY, NORTH CAROLINA
THIS FORM AUTHORIZES JAMESTOWN ENG[IVEERING GROUP, INC. TO ACT AS LANOCRAFT MANAGEMENT,
LLC'S AGENT IN STREAM/WETLAND MATTERS INCLUDING U.S. ARMY CORPS OF ENGINEERS AND NORTH CAROLINA
DIVISION OF WATER QUALITY PERMIT APPI_[CAT[ON.
PROPERTY ADDRESS: 9300 PAYNE ROAD
GUILFORD COUNTY, NORTH CAROLINA
OWNER INFORMATION:
TELEPHONE NUMBER:
SIGNATURE:
LANOCRAFT MANAGEMENT, LLC
603-F EATSCHESTER DRIVE
HIGH POINT, NC 272ti2
(336) 883-:1902
W. TRIPP U KER -DIVISION MANAGER
DATE:
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SOURCE: FIGURE 1
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USGS TOPO("RAPHIC MAP 5ITE LOCATION MAP
KERNERSVILLE, NC QUADRANGLE 9300 PAYNE ROAD
DATED 1969, REVISED 1994 KERNERSVILLE, NORTH CAROLINA
SCALE: I"=2,000' CAROLINAS ECS PROJECTNO. G-12786

r
CAROLINA - SHEET NUMBER 48
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SOURCE: ~ FIGURE 2
rr ~~
USDA SOIL SURVEY OF SOIL MAP
FORSYTH COUNTY, NORTH CAROLINA " ~ 9300 PAYNE ROAD
ISSUED MAY 1976 ~ - L~~° KERNERSVILLE, NORTH CAROLINA
SHEET N0.48 C
!~ ~ ~~~ ~ I ~V'1~7 ECS PROJECT NO. G-12786
NOT TO SCALE `~~~J~J

THE STREAM/WETLAND LOCATIONS SHOWN ON THIS MAF' ARE APPROXIMATE. THEY HAVE BEEN DIiLINEATED BY ECS. THEY
HAVE NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS AND THEY HAVE NOT BEEN SURVEYED.
LEGEND
N
•!
SOURCE:
FORSYTH COUNTY GIS WEBSITE
AND
FIELD NOTES BY ECS PERSONNEL
NOT TO SCALE
1-
C
CAROLINAS
Approximate Location of Wetland
/~,. Approximate Location of Stream
Approximate Location of Pond
DPI O Approximate Location of Data Point
FIGURE 3
STREAM/WETLAND LOCATION MAP
9300 PAYNE ROAD
KERNERSVILLE, NORTH CAROLINA
ECS PROJECT NO. G-12786

LEGEND
Approximate Location of Wetland
/'~,,,,. Approximate Location of Stream
~ Approximate Location of Pond
N
M!
SOURCE:
FORE>YTH COUNTY GIS WEBSITE
AND
FIELD NOTES BY ECS PERSONNEL
NOT TO SCALE
[~[
CAROLINAS
DP 1 O Approximate Location of Data Point
FIGURE 3
STREAM/WETLAND LOCATION MAP
9300 PAYNE ROAD
KERNERSVILLE, NORTH CAROLINA
ECS PROJECT NO. G-12786
THE STREAM/WETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THEY HAVE BEEN DELINEATED BY ECS. THEY
HAVE NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS AND THEY HAVE NOT BEEN SURVEYED.

' ' ~ llA'I•'A it UItM
ROUTINE 'WETLA.ND DETERMINATION
(I987 COI; Wetlands Delineation Manual
Pr•oject/Site: 9300 Payne Road Project No: Date: June 21, 2006
Applicant/Owner: Landcraft Management, Inc. County: Forsyth
Investigators: ECS Carolinas, LISP G-12786 State: North Carolina
Plot ID: DP-1
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation.:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes ®No Field Location: View Figure 3
(If needed, explain on the reverse side)
vr.rr.TeTrnty
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Carex sp.
Sedge sp. Herb FACW
Juncus s

Rush sp.
Herb
FACW .~~
Sagittaria latifolia
Broad-leaf arrow-head Herb OBL
Eulalia viminea
Nepal microstegium ~ Herb FAC+

Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant ve elation is h drophytic.
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, Lalce or fide Gauge
Aerial Pf~otographs
Other

® No Recorded Data

Field Observations

Depth of Surface Water: 2"

Depth to Free Water in Pit: Surface

Depth to Saturated Soil: Surface Wetla
Pri

ec nd Hydrology Indicators
mary Indicators
®Inundated
Saturated in Upper 12 Inches
^ Water Marks
^ Drift Lines
^ Sediment Deposits
Drainage Patterns in Wetlands
ondary Indicators
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
^ Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present.
Wetfor~n) Page I of 2

~~~
DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual)
Project/Site: 9300 Payne Road Project No: Date: June 21, 2006
Appiicant/Owner: Landcraft Management, Inc. County: Forsyth
Investigators: ECS Carolinas, LLP G-12786 State: North Carolina
Plot ID: DP-1
Map IJnit Name (Series and Phase): Appling sandy Ic-am
Map Symbol: ApC
Drainage Class: Well drained
Mapped Hydric Inclusion? ^Yes ®No
Field Observations Confirm Mapped Type: ^Yes ®No
Taxonomy (Subgroup): Typic hapludult
Profile Descri tion
Depth
inches)
Horizon Matrix Color
(Munsell Moist) Mottle Color
Munsell Moist Mottle
Abundance/Contrast
Texture, Concretions, Structure, etc.

0-12" 2.SY 4/2 lOYR 4/6 25% Loam

~..

~.~.
Hydric Soil Indicators:
^ Histosol
^ Histic Epipedon
^ Sulfidic Odor

^ Concretions
^ Higf~ Organic Content in Surface Layer in Sandy Soils
^ Organic Strealdng in Sandy Soils
^ Aquic Moisture Regime
^ Reducing Conditions ^ Listed on Local Hydric Soils List
^ Listed on National Hydric Soils List
® Gleyed or Low Chroma Colors ^ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
W P:'1 LA1VL 111; l L~ K1V111VA 1 1V1V
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Pr•esent7 yes No
Hydric Soils Present? ®yes ^ No
Remarks:
The three wetland criteria are present. The sampling point is kocated within a wetland.
JJetform) Page 2 of 2

~vt-a t ti r vxvvt
ROUTINE 'WETLA,ND DETERMINATION
(1987 COE Wetlands Delineation Manual
ProjectJSite: 9:300 Payne Road Project No: Date: June l1,1006
Applicantl0wner: Landcraft Management, Inc. County: Forsyth
Investigators: ECS Carolinas, LLP G-12786 State: North Carolina
Plot ID: DP-2
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: View Figure 3
(If needed, explain on the reverse side)
vF~r.Te-rrnN
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Festuca sp.
Fescue sp. Herb FACU
Juncus s •
Rush sp. Herb FACW

Percent of Dominant Species that are OBL, FACW or FAC: 5~0%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
50% of the ve etation is hydro hytic.
HYDROLOGY
(~ Recorded Data (Describe in RemarI~s): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs ^ Inundated
Other Saturated in Upper 12 Inches
Water Marks
® No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 0" ^ Oxidized Root Channels in Upper l2 Tncf~es
Wafer-Stained Leaves
Depth to Free Water in Pit: >12" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >1Z" Other (Explain in Remarks)
Remarks: (I
Wetland hydrology indicators are not present.
1Jetform)
Page 1 of 2

' DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Pr•oject/Site: 9300 Payne Road Project No: Date; June 21, 2006
Applicant/Owner: Landcraft Management, Inc. County: Forsyth
Investigators: FCS Carolinas, LLP G-12786 State: North Carolina
Plot 1D: DP-2
Map Unit Name {Series and Phase): Appling sandy loam
Map Symbol: ApC
Mapped Hydric Inclusion? ^Yes ®No
Drainage Class: Well drained
Taxonomy (Subgroup): Typic hapludult Field Observations Confirm Mapped Type: ®Yes ^ No
Profile Descri tion
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist) (Munsell Moist Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 7.SYR Q/6 2.5 Y 4/3 30% Loam

Hydric Soil Indicators:
^ Histosol
^ Concretions
^ Histic Epipedon ^ High Organic Content in Surface Layer in Sandy Soils
^ Sulfidic Odor ^ Organic Strcalcing in Sandy Soils
^ Aquic Moisture Regime ^ Listed on Local Hydric Soils List
^ Reducing Conditions ^ Listed on National Hydric Soils List
^ Gleyed or Low Chroma Colors ^ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present,
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? ^yes ®No
Remar~lcs:
Wetland hydrology and hydric soil indicators are not present. The sampling point is not located within a wetland.
Wetform) Page ? of 2

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nt p.i _ ....... , _ , ~ . , ~ _...._ _ ~ ~ - , , `.~~~ _ Sheet 1 of
~/ 3 ~\ N
~~ I
~ ., R
.. ; . ..
tp.-.._-.. --- ..., -.
d., _ _
,,, • . PO _. , , 1
_.
- -- /
ot~E Z ~ ~. ~~ y of
- 1 ~ -~ , ~ ~ 1 '" ~~ , ~ \~ ~ 7 0~ ~ 'This certifies that this plot accurately depicts the boun ar
.._
..
aui ; -' -.._.. \ _ '_ ,, ~ ~~ - _ - `-_ "y of Section 4ci4 of 'the %iean rioter A i cs
_ _ ~ __ ~ ~, POND ~ \ the jurisdiction
. ii
" = "" •~ ~~ '~ ~. , , ~ _ ~ to ~" ~ ` \ ~ ~ determined b the undersigned on this date. Unless there is a
• ~ • ~ \ ~ ~`' ~ - ~ i change in the law or our published re ulations, this determination
\~ ~ I ~' •- ~ ~\ 9
'• ~ ~~ - -' ~ " of Sec on 404 jurisdic ion ma be relied u on for a period not to
- _ ~ '; ,; \ ' \.~ ~'-~ ~ ' 1 -eedtlwe •~ s fromtthis d ~e This dn_#erminOtion was made
~~, " ~ I - ,' ~ ~ ~ ~~ ~~ ~ _. ~ ~ ~. ~ utilizing the 1987 Corps of Engineers Wetlands Delineation Manual"
i2s7 E - - 9 1.35' ~ _ /- t" , \ \ ~ , ~ ' ~ 4 •,
~„~ , ~ ~` SHEET 3\ . \ . , ~` .~1 ~ ~- ~
\ '~~ (Name)
w ~ ~ ~'
<a ~-~= // I ;N• ~ ~~._ // 1 ~ ry• ~`\ (Title)
_ ~ _ ~ / ~~
_,
_._
.
~ e
__
_ (a )
~ ,
i - ': SH T '
- 1 ;
,'ZIP ,, s'~ -- ._. ,
( ~ ~ ~ \ .
l ~ _ N gg•_~-_~• W ,: _ I, JAMES B. STEPHENS, certify that this is not o boundary
_ -' ~ \ r~ , ' • / 1 J \ ~_ '~ ~ \ survey, boundary inforrnotion shown hereon token from a
/ •., \ _ N / \ ~ i , , II', ~` ~, \ ;~ mop prepared by me entitled SURVEY FOR IANDCRAFT
~ ( _ _,Glenn p~r~ / -~ ~ -- ~` ~ MANAGEMENT doted July 26th, 2007; that flagging
' '' - JD.B. 700 Pq. OD1~I , ~ \ ~ _ ~ ~ ~l ~' ~, delineating wetlands as marked by ECS, LLP Carolinas,
' ~` BlockS61~-~~ot'016D i-' I located and plotted hereon.
~~ ~ ~ ~ ~ ~ Uas~Yaco>n / ~ W f ~ ~ ) V ~ \ ~
`^ . _ fitness my hand and seal this ~~ day of yl. 2007.
~ '" O ~ ---~ ` ~ '\ ~ John Rq~. ana ~~`~ '~~ ARO ~~~.
~ ~ • \ ~'- __ ,,}\~ ~ t~/ / & 131& Pi ~ ~~ •ESS!••'•~~ ~•
cV , ~ 1 t7~ .: ~;,. _.~IoZk-12~/~ ~ = 2 •:~~r U,~, ~~9 ;, Prolessionol land Su yor
. \ ~~' }' Use:-Agria ~ ~ S~L
~~ _
~ooa ~ ~ ~ ~ •~ ~ ~..., _ -. - - ~ L-3348
a ~ , v.
a s \ ~ ~ . ` ~, ,, L-3348
e ea o •- N 89'-34'-15 W " ,--- - c~
.;~ ;, Re istrotion Number
i NIP • ~ 3
o Pa a oRood Bickford Road ~ \ _ _. ~- N 89'-34-45 W ~ ~ raNe~_ --_-~ ~'~S••••••••'•••~~: ~
i
A ~~~ 1~
_ / ht' ~ Correll P. N41bom - \ N%F' o o .~ 'l ~nnuN~ c
/ ~ ` ~ ', $ ~ D.B. 2258 Pg. 884 p, and , nrltter L. FuBc John R. and Darla Anderson v ~ _ ;
"'"b°'~ /r F~'wa Roos LEGEND ~1~~pp~t 1os c~~ X13 Lat.o2+8 .,D.a 131SS,,~~P~.127 ~ ~ ;.---- " I
•~ ~ / the: lricant - RS-20 Elaclcy210 Lot 3A ~ r N
~ _ ~ _... _ ~ ~ wee: Vacant ~ AG °~ ` ~ ". ~ ~
Dore Farm Drive \\r\ r ~[ p
°I" 0 EIP EXISTING IRON P!N FOUND RCP REINFORCED CONCRETE PIPE pR/w DISK RIGHT OF WAY DISK oCO SEWER LINE CLEAN OUT
I ~ a CMP CORRUGATED METAL PIPE •~ TEL PN0 E POLE pSDMH STORM DRAIN MANHOLE JAMESTO~VN ENGINEERING GROUP, INC. ~
j Maiondole ~ NIP NEW IRON PIN SET PDA PROTECTED DRAINAGE AREA • FYI YARD INLET CONSULTING ENGINEERS
1 Rid eworih Ave. ~ CENIERLINE LP LIGHT POLE ~ °o
"" 9 DRAINAGE MAINTENANCE • CATCH BASIN 117 EAST MAIN STREET
Bur ess Rd. R/ " RIGHT-OF-WAY D.M.U.E. & UTILITY EASEMENT •~E POLE P.O. BOX 365
YD FIRE HYDRANT
Sq. Ft. SQUARE FEET CATCH BASIN ~ JAk1ESTOWN, N.G 27282 a
ELECTRICAL p~ GAS METER 0~ WATER VALVE Telephone [phone] N
D.B. DEED BOOK E.U.E. UTILITY EASEMENT 0GV GAS VALVE 0'M'f WATER METER
p.B. PLAT BOOK MgL MINIMUM BUILDING L[NE r~H SANITARY SEWER MANHOLE WELL wELL Job No. 2006-080 "
Vicinity Map p.p. POWER POLE
~"=2000~f

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~ X53
Wetland Delineation Survey For
LANDCRAFT MANAGEMENT
FOR
YOUNGS HILL SUBDIVISION
HIGH POINT TOWNSHIP
GUILFORD COUNTY -NORTH CAROLINA
JUNE, 2007
JOB No. 2006-080
60' 30' 0 60' 120' 180'
SCALE: 1 " = 60'
N
i
Sheet 2 of 5
'This certifies that this plat accurately depicts the boundary of
the JUrI5dICtIOn OT JCCt10n 4D4 OT the l;leCln Water ACt a5
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual.'
(Name)
(Title)
(Date)
I, JAMES B. STEPNENS, certify that this is not o boundary
survey, boundary information shorn hereon taken fran o
map prepared by me entitled SURVEY FOR LANDCRAFT
MANAGEUENT dated July 26th, 2007; that flagging
delineating wetlands as marked by ECS, LLP Carolinas,
located and plotted hereon. //
tWitness my hand and seal this b ~ of(~, 2007,
,`,~ptuht~~~I,
~,o~,~N CAR~~%
~, /.,~
~c
0 ES51p . 7.'
•'Q,U' N .~ : Professional Lond rveyvr
' ~ SEAL ~~~
L-3348
' ' ~ ~ L-3348
•~9 •'~ ~ ~~ Registration Numbtr
.,,,,s e ~~~,,,,
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C. 27282
InC Telephone [phone]

s
r
~~ t
\ / \ ~ J
_. -
-~ ~ ~ ~ / _.
~_ ~ o \
Wetland Delineation Survey For
LANDCRAFT MANAGEMENT
FOR
YOUNGS HILL SUBDIVISION
HIGH POINT TOWNSHIP
GUILFORD COUNTY -NORTH CAROLINA
JUNE, 2007
JOB No. 2006-080
so' ~o' o so' t2o' tso'
SCALE: 1" = 60'
N Sheet 3 of 5
"This certifies that this plat accurately depicts the boundary of
the jurisdiction of Section 404 of the Gean Water Act as
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
(Name)
(Title)
(Date)
1, JAMES B. STEPHENS, certify that this is not a boundary
survey, boundary information shown hereon taken 6om o
map prepared by me entitled SURVEY FDR LANDCRAFT
MANAGEMENT dated July 26th, 2007; that flagging
delineating wetlands as marked. by ECS, LLP Carolinas,
located and plotted hereon. L~
Witness my hand and seal this• "day of~ 2007.
,,~~~nuupr~~,
,~` ~ CAR '~.
:'~0~~ '"ss'~' ~~~ 'z
~• Q~OFE 2~~ ~'9 ~ Professional Land Sur yor
SEAL
L-3348
~' ~'~j,, ~ L-3348
"49 ~`.;~+~~~~ Registration Number
•.,,~s a ~~~Q,~~,,:
,~~'~4UnN~~``,,-
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
3
0
0
0
/ o /~ 117 EAST MAIN STREET

.,
~ C
I _ ~.
2 ~ ,~J .' 76
I ,
i ' I csw ..... 4. ' " L125 L126 L~~ C12g .L129 : - LI Cry! 2b 0 I - 1
' _ _.. ~
Cl 1!8 L~y9 1.1~' µA i _ W_ iy°I a;- yy ~ ~ ~ P~ 3 ~ # ~ o '
'•. - "., a
L ~, p'~aS 'pA~j U's9 L .W.... a ~...' S~ 6 (f~L1~3~ ~ ~ ~Og N
I , I a C ~, ~~ . s ,~--_~ w - - ., ` • ~'~ ~ . P~" `fir ~~ . <jv~ a m
I 1 "._~f.._r~.e v ~ .,~ ~\ •. `,,~SB29 )~ ~~ .'. ~.' '' w 3y11a \\
.~ ~ ~. ~ `'. C ~b m L~94 ' lirl98 ..
J 1 r ~ . 3.. fLAG NEI. # ~/ B25
"..
`'
Wetland Delineation Survey For
LANDCRAFT MANAGEMENT
FOR
YOUNGS HILL SUBDIVISION
HIGH POINT TOWNSHIP
GUILFORD COUNTY -NORTH CAROLINA
JUNE, 2007
Joa No. Zoos-oso
ti0' 30' 0 60' 120' 180'
SCALE: 1" = 60'
\ I _ /' ~ \ \ \ \ --'--\ ~` ~ Zen tlf ~L145D ~ yti ~ $~5 A1(s `} ~ ., ~ Sheet 4 of 5
~_ ~ ~ 1 > . a ~~L148~ ~ '~ Aw5" ~ ~ ~ ~
•, ~
/ / \ ~ fB3,AV5' ~ "This certifies that this plat accurately depicts the boundary of
~ I 1 . w I ~ the jurisdiction of Section 404 of the Clean Water Act as
~ 1 ~` ~ sB aws~ \~ determined by the undersigned on this date. Unless there is a
~ 1 I `: ;, ~ \' , change in the law or our published regulations, this determination
I ~ ~ of Section 404 jurisdiction may be relied upon for a period not to
~ ~ 11 I 1 .~ exceed five years from this date. This determination was made
TT PROP BDRY utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
/~/ ~ 1 ~ I
~ 1 ~ \ \' (Nome)
,~ I
/ ~ ! 1 II ~ ~ \ ~ \ (Title)
~ -- 1 iI / ~_ (Date)
I I i 6 P( Z 3 ~f
r ' 3 36 d ,a a oCf r ~•~ ~ I, JAMES B. STEPNENS, certify that this is not a boundary
!, ~I ~ / ~ ~ I I !~/ e `~., • ~ ~6 J ~ ~1~ e 9~ ~ ~~, survey, boundary information shown hereon token 6om a
~I J 6 v' i v. • , ~ map prepared by me entitled SURVEY FOR LANDCRAFT
( ~/ ~ ~~ ' I ,;' ~ 162 8~-484 1 °~••' ~ MANAGEMENT dated July 26th, 2007; .that flogging
1 % ~ ~ 9b~'~~6A Vt~ ~' -- -, ro ' !~ ` ~ ` ~ \`, delineating weGands os marked by ECS, !1P Carolinas,
~ ~~ ~ % ,~ -~~< located and plotted hereon.
\ i % , ~ / i I 6' +~, A•~. Dvi TT w ~^y Witness my hand and seal this day of ., 2007,
~ b 1 ~ 1`
,. ~ .
n.•
\ , / b3 y \ ~' ~ Z.'Q•OF Ay~ ~,~ : Professional d urveyvr
~ .,
\ ~ ~ / / f " • ~ L-3348
~ ~ i 1"~ •'~ 1 `~_ : ~":~.~ L-3348
1' ~ / / ~ ~ • ' Q ~ ~ ~. \ % 9~ ~ ~ ~ Registration Number ~
1 ~ ~ a s VAa9 Cr ~ ~ ~~ •• ..... ~,~ v
I i ( ~ - ~ ..~fU~e ~~r~ _ waato _ urn c
i
I ~ `~ n = ° ~ ~ 9 u \ ~ ~ JAMESTOWN ENGINEERING GROUP, INC. o
Lt~~ CI p i _ . , \ \ U
~ - ~ - , _ _ S ~•.. •. ,'~ o `. ~ CONSULTING ENGINEERS
I - ` \ ~ ~ ~~'O ~" ~ ~n 117 EAST MA[N STREET o

., - ~
. •
..

~ ~
Llne Benring Distance Llne Bearing Dlstnnce Line Bearing Dlstnnce
L68 S 53'-36'-42' E 22,73' L136 S 41'-47'-58' E 13.42'
L1 N 70'-39'-37' W 60,55' L69 S 63'-37'-48' E 31,60' L137 S 85'-57'-38' E 23,35'
L2 N 66'-09'-22' W 50,25' L70 S 63'-18'-57' E 45,57' L138 S 89'-39'-43' E 13.45'
L3 N 67'-16'-03' W 34,17' L71 S 78'-23'-49' E 24,97' L139 N 81'-48'-43' E 14.97'
L4 N 87'-23'-Ol' W 23,32' L72 S 76'-11'-55' E 58,29' L140 S 79'-11'-37' E 30.93'
L5 N 64'-Ol'-21' W 12,03' L73 S 86'-19'-20' E 31,53' L141 N 84'-50'-47' E 6,35'
L6 N 48'-43'-38' W 12,03' L74 N 73'-50'-41' E 41,34' L142 S 71'-32'-25' E 32,73'
L7 N 67'-24'-47' W 51,39' L75 N 73'-32'-03' E 33,41' L143 S 55'-06'-22' E 20,55'
L8 N 79'-18'-37' W 14,33' L76 N 73'-35'-48' E 24.29' L144 S 42'-29'-03' E 13,68'
L9 N 80'-14`-48' W 12,32'
' L77 S 84'-34'-58' E 21,41' Li45 N 87'-51'-14' E 11.16'
Llp . N 60'-20'-02' W 17.92
' L78 S 40'-24'-00' E 12.95' L146 S 51'-12'-00' E 17.79'
Lll N 54'-03'-39' W 22,19 L79 S 6'-12'-59' E 10,18' L147 S 84'-39'-32' E 17,50'
L12 N 70'-27'-18' W 1.55'
' L80 S 6'-15'-38' E 3.43' L148 N 88'-39'-15' E 6,80'
L13 N 22'-55'-04' W 10.35
' L81 S 16'-38'-43' W 31.07' L149 N 44'-27'-Ol' E 17,53'
L14 N 8'-15'-02' E 29.52 L82 S 16'-34'-30' W 27,19' L150 S 37'-52'-34' E 23,97'
L15 N 36'-35'-28' E 22,99'
' L83 S 22'-54'-48' W 20,80' L151 S 19'-50'-24' E 12,62'
L16 N 27'-33'-51' E 12.65 L84 S 76'-38'-56' W 15,92' L152 S 14'-05'-40' W 22,31'
L17 S 87'-33'-13' E 18.73'
' L85 N 28'-17'-41' W 27,63' L153 S 4•-48'-43' E 21,74`
L18 S 61'-39'-32' E 22,43
' L86 N 59'-25'-40' W 23,83' L154 S 12'-39'-13' E 27,67'
L19 S 78'-25'-06' E 53.84
' L87 N 65'-43'-50' W 32,45' L155 S 43'-20'-14' E 20,59`
L20 N 87'-10'-36' E 46,97
' L88 N 53'-39'-29' W 50,72' L156 S 78'-53'-43' E 25,72'
L21 N 31'-06'-29' E 7.56
' L89 N 49'-26'-35' W 43,27' L157 N 60'-22'-58' E 15,69'
L22 N 50'-20'-10' E 13,80 L90 N 0'-03'-12' E 8,48' L158 N 21'-38'-36' E 29.96'
123 N 15•-50'-51' E 17,37'
"
-
- 1159 N 12•-12'-50' E 21.19'
L24 N 39'-55'-19' E 4,36' L91
L92 N
S c
-57 -3
79
62'-27'-25' E
E 6,i~
21,27' L160 N 31'-57'-48' E 35,92'
L25 S 57'-04'-45' E 7,14'
' L93 S 67'-49'-13' E 32,93' L161 N 57'-12'-20' E 13,66'
L26 S 37'-52'-26' E 19,43
' L94 S 71'-53'-03' E 39,26' Li62 N 40'-00'-02' E 13,34'
L27 S 81'-24'-OB' E 54,21 t 95 S 59•-31`-18' E 40.90` L163 N 30'-0T-09' E 10.86`
L28 S 84'-16'-49' E 53.96'
' L96 S 67'-54`-57' E 16,84' L164 N 68'-34'-Ol' E 22.88'
L29 S 85'-58'-39' E 57,11 L97 S 46'-05'-59' E 22,57' L165 S 0'-16'-56' W 6,82'
L30 S 87'-39'-13' E 60,08'
' L98 S 87'-25'-58' W 11,91' L166 S 42'-41'-39' W 13,25'
L31 N 85'-53'-Ol' E 53,71 L99 N 86'-44'-32' W 21.93' L167 S 47'-18'-13' W 30,96'
L32 N 88'-41'-42' E 15,82' L100 S 26'-57'-57' W 14,24' L168 S 23'-07'-21' E 16.89'
L33 S 78'-02'-57' E 14,10' L101 N 81'-53'-35' W 37,07' L169 S 70'-34'-30' W 22,24'
L34 S 63'-39'-45' E 11,24' L102 N 62'-31'-56' E 11,47 L170 S 23'-58'-59' W 56,72'
L35 S 44'-25'-53' E 1L22' L103 N 23'-0T-31' W 21,75' L171 S 22'-53'-1T W 25,04'
L36 S 25'-46'-36' E 23.15' L104 N 44'-12'-53' E 35.23' L172 S 30'-27'-47' E 16,08'
L37 S 12'-39'-15' E 22,01' L105 S 62'-27'-31' E 20,58` L173 S 50'-23'-41' W 19,12'
L38 S 1'-51'-32' W 22,59' L106 N 78'-29'-53' E 21.82' L174 S 84'-09'-30' W 16,44'
L39 S 15'-36'-16' W 11,49' L107 S 60'-14'-36' E 34.64' L175 N 61'-40'-33' W 7,43'
L40 S 5'-59'-07' W 37.33' L108 S 60'-52'-03' E 17.72' L176 N 36'-45'-07' W 14,29'
L41 S 4'-06'-43' W 51.09' L109 N 62'-05'-03' E 11,00` L177 S 73'-57'-27' W 10,84'
'
L42 S 3'-03'-32' W 61.56' LI10 N 75'-23'-38' E 27.08' L178 N 76'-37'-21' W 16,79
L43 S 9'-Ol'-47' W 29.28' Llll S 33'-25'-41' E 27.36' L179 N 13'-56'-18' W 3,11'
L44 S 9'-24'-09' W 7.50'
Li12
S
2'-24'-21'
E
27.29' L180 N 74'-44'-20' E 14,96'
L45 S 43'-12'-48' W 8,90' L113 S 40'-45'-27' W 22.30' L181 N 60'-44'-54' E 12,63'
Lob S 77'-39'-50' W 22.64` L114 N 67'-37'-53' W 52.55' L182 N 85'-03'-56' E 15.93'
L47 N 70'-04'-29' W 25,24'
L115
N
57'-19'-42'
W
16.00' L183 N 85'-16'-31' E 14,76'
L48 N 49'-26'-10' W 48.83' L116 K 36'-14'-23' W 16,82' L184 S 60'-15'-54' E 13,03'
L49 N 3T-43'-03' W 36,63' L117 S 71'-15'-10' E 2,64' L185 N 78'-59'-30' E 11,93'
L50 N 62'-55'-22' W 58.42' Li18 S 69'-48'-26' E 21.44' L186 S 87'-36'-12' E 20,48'
L51 N 89'-23'-50' W 30,95' L119 S 67'-45'-29' E 10.11' L187 S 26'-08'-Il` E 48,46'
L52 S 59'-O1'-41' W 19.71' L120 S 32'-14'-I1' E 9.46' L188 S 45'-21'-15' E 56,13'
L53 S 83'-47'-22' W 38.53'
L121
N
58 -58 -48
E ~
2.84 L189 S 86'-36'-Ol' E 48,80'
L54 N 61'-50'-51' W 49,18'
L122
N
38'-43'-36'
E
5,08' L190 S 33'-39'-03' W 31,71'
L55 N 48'-49'-59' W 33,22' L123 N 68'-11'-16' E 23.53' L191 S 67'-55'-53' E 16.62'
'
L56 N 58'-44'-18' W 30,27' L124 N 69'-46'-02' E 35.96' L192 S 58'-47'-52' E 22,28
L57 N 76'-04'-31' W 53,99' L125 S 84'-12'-24' E 28.26' L193 N 16'-31'-48' E 22,93'
L58 N 59'-34'-09' W 24.14' L126 N 85'-27'-21' E 12.70' L194 N 86'-13'-37' E 33,06'
L59 N 42'-14'-53' W 30.76' L127 N 75'-38'-44' E 22.49' L195 N 76'-43'-38' E 16,56'
L60 N 56'-04'-32' W 31,89'
L128
S
73'-19'-34'
E
21,24' L196 S 76'-11'-22' E 7,09'
L61 N 66'-43'-06' W 25.60'
L129
N
80'-52'-08'
E
19,94' L197 S 37'-22'-26'
'
'
' E 2,56'
'
L62 N 58'-14'-22' W 56.28' L130 N 83'-37'-36' E 46,51' L198 S 2
-44
-42
'
'
' E 100.00
'
L63 N 40'-10'-24' W 21,74' L131 S 44'-29'-48' E 14,12' L199 S 2
-23
-58
' E 100.00
'
L64 N 28'-17'-41' W 4,22' Li32 S 12'-55'-27' E 18,93' L200 S 3
-16'-48' E 48.61
L65 N 38'-58'-24' E 21,44` L133 S 70'-24'-37' E 15,02'
L66 S 46'-16'-47' E 5,82' Li34 S 30'-34'-10' E 23,52'
L67 S 41'-50'-09' E 19,77' L135 S 12'-33'-31' E 19,13'
Wetland Delineation Survey For
LANDCRAFT MANAGEMENT
f OR
YOUNGS HILL SUBDIVISION
HIGH POINT TOWNSHIP
GUILFORD COUNTY -NORTH CAROLINA
JUNE, 2007
JOB No. 2006-080
N Sheet 5 of 5
'This certifies that this plat accurately depicts the boundary of
the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual.'
(Name)
(Title)
(Date)
I, JAMES B. STEPHENS, certify that this is not a boundary
survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR iANDCRAFT
MANAGEMENT dated July 26th, 2007; that flagging
delineating wetlands os marked by ECS, LLP Carolinas,
located and plotted hereon.
Witness my hoed and sed this ~ day ofU !' , 2007.
Q~ ( •.
''~,,~~ CAR°,~~'' C
~0.,~~essioti,,~~y9
a SEAL ~
L-3348
.,,, s e ~~Q~,,,.
..,~~ r r r:,,,, ~ ~,.•~•
Professional
L-3348
Registration Number 3
0
v
0
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
C P.O.80X 365
~ JAMESTOWN, N.C. 27282
~ tnc Telephone [phone]
Job No. 2006-080 "