20051881 Ver 2_401 Application_20080311

Soil & Environmental Consultants, PA
236 LePhillip Court, Suite C Concord, North Carolina 28025 Phone: [phone] Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andy Williams
3331 Heritage Trade Dr, Suite 105
Wake Forest, NC 27587
From: Wendell Overby
Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, NC 27455
Re: Piedmont Crossing-High Point, NC
MAR I I 2008
OENR - WA7EF~ QOAUTY
WETLANDS AND STORMWATER BRANCH
On behalf of the owner, Faith Properties, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USAGE) and the North Carolina Division of Water Quality (NC DWQ) that the activities
proposed below may proceed utilizing Nationwide Permits 12, 39 and the appropriate Water
Quality Certification. Please contact me if you have any questions or require additional
information.
PR (1 TF ('T CT TMM A R V
Project Name Piedmont Crossin
Project Tye Sin le and Multi-family residential
Owner / A licant Faith Pro erties
County Guilford
Nearest Town Hi h Point
Waterbod Name Oak Hollow Lake
Basin /Sub-basin Cape Fear
Index Number 03030003
Class WSIV `
PRnP(~SRT) TMPAC'T ST iMivTAR V
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
PRFVT(IT TC TMPe(`T cr rna~aenv ie..r:.,., m ~nnn~n~~c~
Permanent Stream Impact (acres/If): .013/142 Permanent Stream Impact (acres/If): .013/155
Permanent Wetland Impact (acres): 0 Permanent Wetland Impact (acres): 0.094
Open Water Impact (acres): 0 Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres): 0.046 Total Impact to Waters of the U.S. (acres): .1071
Total Stream Impact (linear feet): ] 62 Total Stream Impact (linear feet): 170
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Raleigh Office:
11010 Raven Ridge Road
Raleigh, NC 27614
Phone: [phone]
Fax: [phone]
March 10, 2008
S&EC #4-1841w4

Attachments: Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map & Guilford County Soil Survey
Impact Maps & Site Plans
EEP approval letter
NC DWQ Storm water Approval Letter (2005)
Prior USACE NW 39 Permit (200420295) and USACE Jurisdictional Determination (Action ID# 200420295)
Prior NC DWQ 401 approval (#OS-1881)
Prior Wetland Survey approval (cover sheet only) and Wetland Data Forms
Revised Sheet 9 wetland area Rapanos form, data forms & survey
Approved City of High Point stormwater plans (Lilliefield)
Summary stormwater build out from project engineer
$240 Water Quality Certification Fee
The proposed project will be a mixed single (Lilliefield) and multifamily (The Trellises)
residential development on approximately f 197 acres of land. The subject property is located
west of Barrow Road south of Cunard Farm Road in High Point, NC. The approximate property
boundaries are shown on the attached USGS Topo Quad vicinity map. The site consists
predominately of mixed pine hardwood forest with areas of pasture/fallow land. Construction of
the proposed project including infrastructure has begun utilizing previously approved permits.
The USACE approved wetland delineation performed by S&EC, PA on November 2, 2005
(Action ID #200420295).
The applicant proposes permanent impacts of 142 linear feet (0.013 acres) and temporary impacts
of 201f of stream channel, respectively. The permanent impacts are proposed for a single road
crossing (see maps). Proposed temporary stream impacts associated with a utility crossing.
Additionally, proposed temporary wetland impacts of 0.128 acres of wetlands for piping/fill
associated with a utility crossing (see maps). Approximately 15,034sf and 10,391 sf of impacts to
Zone 1 and 2 of Randleman buffers respectively are proposed. No other impacts to jurisdictional
features are proposed. We are unaware of future impacts associated with the development. No
final plans developed for entirety of site. Client is aware that past and proposed impacts will be
viewed cumulative to any future impacts, if applicable. Prior impacts of 155 if of stream, 0.094
acres of wetlands, .083 acres of isolated wetlands and 15 if of temporary stream impacts were
previously permitted under a NW 39 permit (Action ID 200420295, DWQ#5-1881). Impact S-1
was originally submitted as 74 if of stream impact. Upon recent review it appears 88 if of impact
actually occurred (excessive rip rap). We are including the revised impact total cumulative to this
PCN submittal.
Based on site visits with the USACE approximately 2971f of permanent stream impact require
compensatory mitigation. The applicant proposes payment for impacts via EEP acceptance. An
EEP acceptance letter is attached with this submittal. Proposed storm water management
facilities will be constructed as per the latest NC DWQ BMP criteria and approved via the City of
High Point watershed/storm water ordinance. A storm water plan approval letter from the DWQ
is attached along with City of High Point approvals for the Lilliefield portion (single family) of
the project. Approvals from the City of High Point are forthcoming for The Trellises (multi
family).
Please call if you have questions or comments regarding the information provided.
Sincerely, ~
Wendell Overby
f~~~~~ CC
NC Licensed Soil Scientist
NC Registered Forester

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ ~ - ~ g g ~ V
(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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 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 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 Managemen
Environmental Concern (see the top of page 2 for further details), ch ~~~'1 ~
D ~ _
II. Applicant Information MAR ~s ~ Z~C~B
1. Owner/Applicant Information flEW~~~ ~i~MwA ~8~,4ac~+
Name: Faith Properties Ken Lindholm) ~~ps ~
Mailing Address: 10410-SOOG Park Road
Charlotte. NC 28210
Telephone Number: 704.564.2672 Fax Number: 704.541.8932
E-mail Address: ken(a~faithproperties.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: Wendell Overby
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 3817-E Lawndale Drive
Greensboro NC 27455
Telephone Number: [phone] Fax Number: (3361540-8235
E-mail Address:
Updated 11/1/2005
Page 1 of 8

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: Piedmont Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 180005500000100004 180005500000100001
18000550000010000501.
4. Location
County: Guilford Nearest Town:_ Hii;h Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): I-40 exit 210 (Hwy 68~
Go south 2.5 miles to Willard Dairy Road Turn right ~0 1 3 miles to Barrow Road Pro~ertY
is on right hand side of Barrow Road
5. 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): 35.0525 °N 79.9912 °W
6. Property size (acres): 197 acres
7. Name of nearest receiving body of water: Oak Hollow (WSIV)
8. River Basin: Cape Fear (03030003)
(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/ma~s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Formerly farming operation with mixture of pasture and
woodland. Currently site preparation has be un in uplands and areas previously permitted
Updated 11/1/2005
Page 2 of 8

for road crossings/fill. General land use is residential Afire station and high school occur
m close proximity.
10. Describe the overall project in detail, including the type of equipment to be used:
Project will include construction of infrastructure• roads rading for residential
development. Heavy equipment such as pans and backhoes used for construction of roads
and building pads.
11. Explain the purpose of the proposed work: Continued development of Piedmont Crossing
project. Client re uestin~a prior arch span crossin no impact) to be changed to a culverted
crossing. Formerly approved impact areas have not been constructed and will require
resubmittal
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.Prior approvals were obtained (USACE Action ID 200420295 and NC
DWQ OS-1881) for NW permit 39 for permanent fill in 1491f of perennial stream and 0 09 acres
of wetlands. Temporary impacts of 30 if also approved for utilities A JD was issued 7/22/05
The area within Sheet 9 of the delineation was re-evaluated with Andy Williams and approved in
2008. A Rapanos form and corresponding data forms for the area are enclosed
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.
Unknown. Continued phase project work in the future However no finalized plans available at
this hme.
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.
Updated 11/1/2005
Page 3 of 8

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:Proposed placement of culvert pipe
and riprap into jurisdictional stream(s) totaling 142 if of impact (S 3 Tem~orar~m acts of
201f and 1352sf proposed for a sewer crossing (T-2 T-3) Previously~a proved impacts have
taken place for W-1 through W-5• IW1 IW2 IW3• S-1 & S-2 and T 1
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,
separately list impacts due to both structure and flooding
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)
T-3 Fill-Temp Herbaceous No 0 .031

Total Wetland Impact (acres) 0.031
3. List the total acreage (estimated) of all existing wetlands on the property: 3.45 acres
4. 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
must be included. To calculate acreage multiply length X width then divide b 43 560

Stream Impact
Average Y
Impact
Area of
Number Stream Name Type of Impact Perennial or
Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
S-3 UT Oak Hollow L Pipe P 4 142 .013
T-2 UT Oak Hollow L Temp P 4 20 .002
Total Stream Impact (by length and acreage) 229 ? 0.015
4~a ~
5. 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
fill, excavation, dredging, flooding, drainage, bulkheads 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)
n/a n/a n/a n/a 0

Total Open Water Impact (acres) 0
Updated 11/1/2005
Page 4 of 8

6. List the cumulative impact to all Waters of the U S resultin from th
8
Stream Impact (acres): e pr~~~~~.
0.013; 0.02 (temp)
Wetland Impact-(acres): 0.031 (temp)
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.046 (.033 temp)
Total Stream Impact (linear feet): 162 (20'temp)
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 USAGE.
Delineation of three isolated wetlands were a roved under JD totalin 0.2 acres. Prior NW
permit approval allowed for impacts of 083 acres to isolated wetlands
8. 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.No buffer impacts re uested
outside of proposed road/sewer crossings Road crossin s desi ned perpendicular to streams
Small amount of impacts proposed relative to size of ro erty and buffer/stream/wetland
amounts. The proposed road at impact Buffer 2 occurs at the very end of 2 buffer areas thereby
minlmlzln~ lmpacts. Proposed sewer alignment has changed to minimize amount of sewer line
routed parallel to riparian buffer at T-2
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
Page 5 of 8

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.
The applicant proposes stream mitigation coverage via NC EEP An acceptance letter is
included with this application. The USACE determined a 1.1 mitigation ratio for the stream
areas proposed for impact. In all S-1 S-2 (prior impacts) and S-3 tota12971f of im acp t that
require 1:1 mitigatlon.
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/~ages/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): 297
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres):. 0
Amount of Coastal wetland mitigation requested (acres): 0
Updated 11/1/2005
Page 6 of 8

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 aNEPA/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.
Im act
Zone* s uare feet Multiplier Required
( ) Miti ation
1 18526 3 (2 for Catawba) 0
2 13024 1.5 0
Total I 31550 I p
* 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. Client pro oses payment to EEP for stream
Mitigation. Approval is attached with packet
Updated 11/1/2005
Page 7 of 8

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.Proiect will involve impervious percents reater
than 20%. Stormwater plans submitted to and ap roved b~Cit~f 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.
Project will utilize sanitary sewer for disposal
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
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:Project
is limited to 197 acres_ of land with most of the surrounding~ro~ert developed Stormwater
plans developed to meet water quality standards Project mandated to conform to water supply
rules and Randleman Lake buffers.
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 ~pecie~~~ccessibility problems, or other issues outside of the applicant's control).
Applicant/gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8 of 8

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Project Name/Description: _ - r'! E G71~ titJ 7 CR b SSA N C -_ -
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The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: `- - - 7~ ~.~ ~~ ~ ~ ~ ~~ -
Field Office: •Ralei~h
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current Property owner, hereby. designate. and authorize Sod & Environmental Consultants, PA to
actin my behalf as my agent in the pn8 of permit, applications, to furnish upon request ~ ~ ~-.
supplemental information in support of applications, etc. fiom this day forward. The ~~ ~ -f~-, .day of
This notification supersedes any previous, correspondence concerning the agent for this ~prgject.;.,. ~. . _
NOTICE: This authorization, for liability anti professional courtesyzeasons, is valid`~onlp,.for
government officials tv enter the property when accompanied by S&EC staff. Yon ~shoulcT`.call S&EC
to arrange a site meeting prior to visiting the site.. ~~ ~ .
'~: _
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_,
Print Properly Owner's Name Property Owner's Signature -_
:.
;.
Mr. John Dorney ~ Mr. Wendell Overby _.- > tx ;
NCDENR - DWQ Soil di Environmental :.Coiist~tants; PA
2321 Crabtree Boulevard ~ ~, ~ ,.;
Raleigh, NC 27604 blank agent anth tocmdoc
Gmensboro Office: Hickory Amu Office:. Ra]eiQh Office:
3817-E Lawndale Drive 710 Bostoa Road 110!0 Rsvea:Ridge Road
Greensboro, NC 27455 Taylorsville, NC 28681 Raleigh, NC 27614
Phone: [phone] Phone: [phone] Phone [phone]
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:~ Soil & Environmental Consultants
236 I.ePhilGp Court. Suite C Coocad, North Carolina 28025 Phoac: (704) 7249405 Fax: [phone]
www.SandEC_com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In B The Current Landowner

Guilford County Soil Survey

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l-- ~ ~''1---'' '~ ~---' ,~~ L2 S 89'-5T-46" E 133.69'
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(' ! i ~' ~ ~ ~ ~ " j1 O '''• '® ~~ ~ti. ~ , ~ /,.~~ ' ~' , L4 S 29'-30'-56" W 50.62'
/ ~~ / ,f ~ - '"a'~~ ~~'~~~ `'l ~ ,, ~ ~ L5 S 59'-4T-11" E 77.39'
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::.. .~ -...%''''~ =~. °u . , :" '`~ ''~` i '~ ; '~ ~~ BARRO'JJ ROAD
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~ T-, - - _ ~, ,. _ ~, ,~~ , G L 0 D COUN ORTN ,,,~, ~;~ ,y L31 N 51'-16'-45" W 4,15'
~~~.~ 1 ~." ,' . ~ ~---~~~.- jL~„ r ~~, n~,~ L32 N 14'-58'-36" W 135,74'
EE L33 S 75 42 25 E 90.02
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- ~ ,.f' .,~ ~ (J ~ ~~ ~~.~ ~ ~ L35 N 00'-51'-56" W 2.52
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P!ED~j10NT C~GSS!i~G
BARRO~v ROAD
CITY OF HIGH POIN I
GUILFORD COUNTY, NORTH C~,RCi_iPvA
50' 25' 0 50 100'
SCA,I_E: 1" _ ~~~'
Sheet 2 ar
ALREADY CONSTRUCTED
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Wetland & Strum Impact 1~~,a~
PIEDMONT CROSSi~!
BARROW ROAC
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°heet 3 of
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ALREADY CQNSTRUCTED

ALREADY CONSTRUCTED
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CONSTRUCTION SEQUEfdCE FOR STREAfv~ CROSSINGS
1. CONTRACTOR SHALL IhdSTALL TEMPORARY CREEK CROSSING
THE TEMPORARY CREEK CROSSING SHALL BE
INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT, AN
ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION.
2, PRIOR TO INSTALLEN^u THE SEWER LINE ACROSS THE CREEK, THE
CGNTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE
CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE
AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A
NON-ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING
OVER STONE.
3. UPON COMPLETION Or' THE SEWER LINE INSTALLATION CROSSING
THE CREEK, THE CONTRACTGR SHALL STABILIZE ALL DISTURBED AREAS
WITH RIA-RAP (SEE DETAIL).
4. UPON COMPLETION CF RIP-RAP, THE CONTP,ACTOR SHALL REMOVE
THE TEMPOPARY DAM, kND TERMINATE BYPASS PUMPING.
5, AT WHICH TIME THE SEIM1'ER LINE INSTALLATION HAS PASSED ALL
TESTING, AND THE AREA SEEDED, THE CONinACTOR SHALL REMOVE
THE TEh,~PORARY CREEK CROSSING, AND P.E-ESTABLISH ORIGINAL
CREEK BANK ELEVATIONS.
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P~E~'~~~~~~T ~~~~s~h~~~
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH C.AROLiNA
50' 25' 0 50' 100'
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PIPE INSTALLATION (BOTH PIPES
1. THE CONTRACTOR SHALL SCHEDULE PIPE INSTALLATION IN A MANNER
TO PROVIDE FOR ITS COMPLETION WITHIN 6 DAYS. WORK SHALL BE
SCHEDULED DURING A TIME THAT WEATHER PREDICTIONS ARE
FAVORABLE FOR PREDOMINATELY DRY WEATHER PATTERNS. PRIOR TO
THE INSTALLATION, THE CONTRACTOR SHALL LIMIT kCTIVITIES WITHIN
THE TRIBUTARY AREA TO THE TEMPORARY RIP-RAP CP,EEK CROSSING.
2. INSTALL BYPASS CHANNEL ADJACENT TO THE PIPE. CHANNEL
DIMENSIONS SHOULD BE SIMILAR TO THOSE WITHIN THE EXISTI~JG
DRAINAGEWAY. CONTRACTOR SHALL NGT DISTURB OR RELOCATE THE
EXISTING CHANNEL BEYOND THE LIMITS OF THE RIP-RAP PAD PROVIDED
TO ON THE PLANS.
3. WSTALL A WOVEN "POLY" FABRIC Va'!THIN THE BYPASS CHANNEL.
4. INSTALL COFFER DAM AT INLET SIDE OF FUTURE RIP-RAP PAD AND
DIVERT BASE FLOW TO BYPASS CHANNEL.
5. INSTALL PIPE AND INLET TOE WALL.
6. INSTALL RIP-RAP INLET AND OUTLET PADS.
7. DIVERT WATER TO PIPE AND BEGIN FILL.
TEMP. DIV.
CHANNEL
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Wetland & Stream Impact Map
PIEDMONT CROSSING
BARROW ROAD
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLINA
50' 25' 0 50' 100'
_ ,,
Sheet 5 of 5
ALREADY CONSTRUCTED
B-3
BUFFER IMPACTS WE1LA-~
ZONE 1: 5,511 SF
ZONE 2: 4,805 SF T MP. DiV. TO BE RI
2,984~~SF1 L~k.
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PROGRAM
October 3, 2007
Ken Lindholm
Faith Properties of the Carolinas
10410-SOOG Park Road
Charlotte, NC 28210
Project: Piedmont Crossing County: GUILFORD
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in [he
foilowin table.
CAPE FEAR
03030003 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer lI
(Sq. Ft.)
Cold Cool Warm Ri avian Non-Ri avian Coastal Marsh
Impacts 0 0 298 0 0 0 0 0
Credits 0 0 596 0 p 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
if you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
lf~ .
Willia .Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Andy Williams, USACE-Raleigh
Daryl Lamb, NCDWQ-Winston-Salem
Brandon Fulton, agent
File
~LP,~S't-DYLGI,GJ... ~ ~ ... PYDtL'~ OGGY .S-tLltfi

~~~J
~~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Michael F. Easley, Governor
November 22, 2005
Mr. Ken Lindholm
Faith Properties
10410-SOOG Park Road
Charlotte, NC. 28210 .
Subject Property: Piedmont Crossing
APPROVAL OF STORM WATER MANAGEMENT PLAN
Dear Mr. Lindholm:
WilEiam G. Ross, Jr., Secretary
Afan W. KlimeK, P.E., Director
DWQ Project # 05-1881
Guilford County
On November 22, 2005, the Division of Water Quality (DWQ) received the revised storm water
management plan prepared by your engineer, Mr. Ravindra Bissrazn, P.E. of Jamestown Engineering
Group Inc. This Plan has been reviewed and satisfies the storm water management conditions and the
special conditions of the 40I Water Quality Certification issued on October 19, 2005.
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded for a
distance of at least l 0 feet on each side of all storm water conveyances on all lots containing these
structures including future access far maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
This letter completes the review of the Division of Water Quality under Section 40I of the Clean Water
Act. If.you have any questions, please telephone Samuel A. Aghimien. at 919-733-3574.
Sincerely,
/~t~w
Alan W. Klimek, P.E.
CBKJsaa
cc: DWQ Winston-Salem Regional Office
'l`TSACE Raleigh Regulatory Field Office
1?ile Copy
Central Files
Ravindra Bissram, Jamestown Engineering Group, I 17 East Main Street, Jamestown, NC .27282
401 Wetlands CeNficatton Unft
1650 MaG Service Center;~Raleigh, iVarth Carolina 27699.1650 Qpe
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NOrthCarOlina
Phone: [phone]! FAX [phone] intemek htto:!/h2o.enr.state.nc.us/ncwetlands ~~~u~/~CC~
An Equal Opportunity/Affirmative Aclion Empbyer - 50% RecycledJl O% Post Consumer Paper fff~~~ az
i;
~~ ~
.....~.-
NGDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality

~.~. ~~r~~~~ ~~o~z~~ c~~ :~~v~~~LL~s
~~~-~~.~~~v~~rc~~ r~r~rx>•c i°
Acticxn II). ?00=1Z02~S C,aunt~: C~ull:tord L:~~ti~ Quad: M~ni*tzrlt
GEl'~~~+a12~1..~;1 ~''I#;~"1II"~4 (:I2.E~:xi01`~AL ADD 1YATT~N1~IllF} VF~IFICATIC1t~i
T'.rapcz`ty Owner 1 Authorized Agent: t1?Cr. Betz l~indholrn
Address: I~'aith ~'roperties
10414~~U4G Park Rtzad
CFharlt-tte i~lC 2821Q
Telephaxxe Na.: 7Q4~5G4-2ti7~'
Size and. location ofpraperty (water body, road nanze'number, town, etc.}; ~`he praiect site is located nortizx~vest of
Barrow Road axzd southwest of Cll~zaril harm itctad,l`,~ear iHi iz oitz in Gtzilftzrd Crtuzzty NC
Descriptioaz of projects area and activity: '.Phis ztcrmit azztharizes file izerizsanezzt izzzpaet of 7491inear feet of stream
associated xvitiz a road crassizz . '1'izis zrmit also authorizes the fill of .09 acres of xvettands associated with a
szebdivision.
Aplil.icable l:,aw: ~ Section 4D4 (Cleatx Water Act, 33 LJSC 1344)
^ Section 1 tl (Rivers atad Hae~bors tlct, 33 LISC 4ti3)
Autlxcarizatian: Regional General f'enttit Nuzxzber:
l~ationwide 1'ernait Nunxbc;r:-~ 39
Your work is authorized by tlxeF above referenced pcrttxit provided ii is accainplislxed in strict accordance witlx the
attached conditions and yazzr submitted plans. Axzy ~~ialation of the attached. conditions ar deviation frazn your
5ubzaxitteci plazis nxay subject the pernxittee tea a stop ~rork order, a restoradan order ancltar alxpropriate legal action.
`t'his veriFication is valid until tlxe N~3'P is nxodified, reissued, arrevaked. All of the existing N't~'Ps are; scheduled to
be; nxadifred, reissued, or revoked prior to lviarch 18, 2007. It is incumbent zrpora you to remain informed of clxangcs to
the Nil's. ~~e will issue a public notice when the Tti 1~ 1's are reissued. l~urtlzermore, if you caznmence or are under
contract to canxnzence tixis activity before the date that tlzc relevant nationwide permit is nxadilied or revoked, you will
have twelve {12} nzontizs frozzt tlxe date of tlxs inodilicatiozz or revacatiotz of the iY~YP to complete the activity under the
present teruxs and conditions of Phis ~xatiozzrvide pernxit. 7.f, }jrior to Hxe expiration date identified below, the nationwide
pernxit autlzorizatia.u is reissued. and/ar naadifYed, this v4rific:atsnn will rerrttzitx valid until the expiration elate identified
below, provided it complies with all uLw andlar rnodilied ternxs aztd canclitions, "l~lie Z3istnct Engineer.may, at any time,
exercise his discretionary autlxority to modify, suspend, or revoke a case specific activity's autlxorizatian under atzy
Niel'.
Activities subject to Section ~#(f4 (as indicated above} may also require an individual Se;etion 40l Water Quality
Certification. ~otz shozzld contEzct the NC Division of eater Quality {tc;leplzone (~'1~} 733-17~G} to determine Section
40 t requn-eznerzis.
For activities occurring tivithin t}xe twenty coastal counties subject to regulation under flxe Coastal Area lt4anagenxe?zt
r~ct {C~~.Mr1}, prior to beiiizniu~ xvoi'k you zzaust contact tlxe N.C. Division of Coastal Mazxagcme~xt.
'['his Dcpartnzent a:f the r~rn~y veriiicatian dues not rele;vc tixe pernzittee of tlxe responsibility to obtain any lather
required Federal, State ar local approvalsr'perrnits.
if there are any qz:estians relarduzg tlxis vt~'i.~catian, any of tine conditions of the 1'ezntt, ar the C~azps a.f` Engineers
regulatory progranx, please cozztact Tizc7mas 13rowtx "919. g76- 441 x22.
Carps Regulatory Qf#iciai Thacnas 13r,~_~~_ µ_ Date; ~"arerzzber 2, Z(?Cla
Expiration Elate of ~'eri~cation: ;1ltrch 13. ?Q07

-2-
D~t~rtttina.tioxt ctf ~aristlictiot~:
^ i3ased qzz prclinzinary infunuation, there: aplzear to be waters cif fizz; t~5 inc;ludizzg we;tlazrds wtizin the alaq~~c.
described project area. This prelirnirzary dctet•nzirz€ztign is ttot azz al~lacalatileF actign under the ReuE~•rtaz-y Pro~r~zn2
administrative r~ppcal Process { RelLrence 33 CwPit fart 331).
^ Tizerc: zzre: Navi;.~ablc l~'aters cif the Llnitcd Stzrtes ~~~.itlzin the aEaove described project area subject tcz the perrtzit
re~trirenzents gf'.a'ectiarz itl ofrire Rivers and Harirors Act arzd. Section =1t}~ gftlze Clean t~'ater pct. T.Inless there is
a clrangc in the law tar crrzr iZZiblzsiz4d re~*zzlatiorrs, this detezrnrination stay lac relir:d upgn for n period zaczt to exceed
five; }Years irgnz the date of this ntrtifxe;atign.
There are .vaterfi oftlze US ane~gr wetiatzds within the; above described project area. subject to tine permit
recluircments of Section ~fT~ of thhe Clears Slater ~c:t {CS~'A)(33 ~JSC ~ 13~~3}. finless there is a chasi~e in tEae lacy
qr czar publislae~ regulations, this det~:zn~natic~u-nzay be retied urn for a pcri+ad not tcz cxrFce:d li•ae years .frcun the
elate, of this ngtifZCatian.
~ Tlxe jurisdictional areas ~vitizin tltc abgti=e descritzcd prc?ject arerr have been idezzti~ed zuzder a ~arevitrus actign.
:Please reference jtzrisdictignal deiGrzzzination issued. ,Tiny 22,2005, Actigrz iT~ 200=t202y5
L~asis of.Turisdiciizrnal I~eterrnirzatigzs: A.rezrs arc ties kite extrilrit r~~tltrtrri criEtiria szs descrl.reci irr ttrc l9ff'1 C'crrns
'~i'ettand ~elirreafiun IYiatruaT zrnd zrrt trd"acerrt to un unrrsrrzreci tribatAZ~• to bsrk~iailniv Lalk~ T"hs~ ro zcr°t~j
cczrrtnins ctreazrr rhxnnels tfrut exlziblt an ()refinery a!li h ~'F'ater Mark as indlc~tetl b • chars es in ±raii ch.tzrtreter
acrd af~serrce errterrestriul ve etxt:iarr artil asre Irvi[ralo;Eratl carrnc•ctc~ei to C3rrk.Tislfa~v Iasrke izr fire C'H rr Pcur
IC~ivc~r R.:ish~.
C<rrTas Re,nulatcrz-y Ufire;ial: Tlzotzras 13rox~~rr~~--~->~ - ---,
[~atc~ ~'~fe~ertzlrtr2 20(15
SU~:V~;Y P:~,.~'TS, I'I~LD SKETCH, IVTTL~1~117 i~:~Llltill~1„TC}N T~t~Tt~-iS, PTZOJ~~T YL~~IS,1/'1"C.,
14'itr5'T' ~E ~TT~CiIET7 TO'T'i°I~ F~I.Li Ct31'Y Cali `i'~IS I~(Jl~t:it=~, ZP REt~C,tii2l;D QR :~`~rAtl..A~.3I,,Tu:.
t,opy Fzzrnisizecl:
S~.EC
Attn: 1'4'ertdell C7verlay
?3G Lelzliiltip Court, Suite C
Cottccrrd, NC: 2~tJ2~

fl~ ~ ~ ~~h~
~, 3
_ .,. ..~. "~i
C~ 'X'
~,~:~~~: r. o~ ~~:,~;.
4k#i t ~ rn . ~t Ir., Sec etst;y
\u; t3~ C:a ca:a a 3~~~ ~~tmer:t ;~z Ervirvnvnv*,e ~ anc3 Vatut.,i ates<}sr; _•s
afar. ~;'. Kimek, ~.~:. 133rattar
~i~isic?n of 9~larer ~, ii:y
~c;tober l , 2C}~JS
D~;'~ ~}~-181
Czzilford Courrty
C"ERT1FIEl~ ~1~IL: `~13i)3 ;311.1} 1)Qt?3 Fi~#11~} 13113ti
Retur~€a receipt I2equest~;d
~~r.1`:en li.,indiroltrz
i~aith ~ropcrties
11}~ll ti-5111) 1'arl~ i2oad
Charlotte, ~;~ ~"? 11,E
.~FPRt3~ .~:L aF ~©~. '~'~ater t~€zalitr ~'erti~catica3~ with ~.dditir~ufal ~r~€aditio€as
Dear vlr. I..indholrar:
l~aitla 1'xopz;rtir:s has our appro~`al, in accordax€ce with the attacia~d conditions, to piece perar€ent mill in l=l~~
li€aear feet caf perennial stream a€ad to place temporary fill in 31) linear feet cif ~ereiz~ial strea€aa atacl C}.t~~ acre o
we..tlands €a order to construct a read. crossing a€€d install ~. sa€aitary sc~.ver lzae for tlac; i'ie:draao€at. Crrassi€zz~ {also
kno~i as :C,illietield Suiadi~:sio€a.) sn~;lc-farxaiiy and multi-.faraaily residential szzbdivision located ore 13arro~v
oad~ in Hi4h 1?oint, C:xuilfc~rd County, as desc;rilaed in your application received by the lli~=isio trf Yt+ater
t~uality {D'~1tt~j o€a t~ctober lt}, '?CIS. der re~ic~~ing yc~ux application, eve have detcrnaincd that this ill is
~:o~~ered by Ge;ncral Water C,~ualitz:~ C'crtiticatio€z yuzrrbers 3?~'~ a€rd 302, tivhich caza be vici~~ed €~za our ~~-cl~ sits:
gat ht~~ h~~s.cnr.state.nc.us~rzctivc;tlai~ds ~ :.~su Ccrtitic;zztians allc~'r~ y-du to use; ~~zxtionL~icle perraait ~~TuraabLrs 12
araci 3~ resirecti~~cly ~'h.en tlacy are isszze:d l~v lxe. I:..",. ~r~zxy ;carps a:f iwn~ixaeers. I€a aciditic~n, you should. sccu.rc
any odic: aplalicable.:~ederal, state or local pe€-rr€i.ts laefore you proceed ~vitl€ your pro~eet, incluclan~ Taut not
ii€nited to} those: required ~~ ~cdi€rrerat a{-z<~l. E.rosion Control, 2~on-l~isctar~e, and ~~~ater supply 4~'aterslaed.
re~Jazlarons. :also? this approval gill expire v~°hen tlzrx accotaapar€~~.n~ =4i~~ pez~€'rits G:~pire =artless otcr~~~is~
sla~:ciiicd n fire General Certitic.atio€as.
`I"his approv=al is valizl only .for flea purpose rand design that you hzave described ir1 your applic at.iora. if yo~€
~,han~.~e your project, you €xaust notif~~ us iza svri.tira~, and you rzaa}:• bt repaired to send us a ne~v alap(icatiora #br a
ne~~r certif€cation. It the prop+:rt~• is sc~lcl, the €ae~v fawner axx3.ast be :i~°erz a copy of tlxesc ~'•~rti~~cations and
apprcavai letter and. is thereby resporasibie for eorr€plyizx~; 'urith all conditions. If total wetland till for this p:roj ect
~no~v or i€€ flee future) exceeds one acre,. co€pe;nsatory €aaiti~atiora €xaa;r be; required as desoribcd i31 l Sri ~C.~C
?.1-i .1)5{3f~ (la}. l:~or this approvs€1 tc} be valid, yc€u ax€ust .Crallo~v tl€e conditions listed in tl€e ,attached
t,c;rtificatitrns, zas ~:~:Il as the addiiiou.}I conditions listed. t~~lc€w:
1. ~fhc. ftallowin~ i€xipacts are laerelay .approved as ions as all other specif€c anci ~eraeral co€aditioris cal; tlatrse
Ce.€•tifcatio€as are met. loo other impacts, including ancidenaal zmpacts, are approv€yd:
~ii~thCart~3in~
~,~~'f?E~1llY7~~:~ f
~~rfh i:ar~3ina;7ivisettt ;xt ~i'a:es 3~t~a3ity
4~'et3ati~:~ ~' .4`t~atir~rt L'tvit ?5.5G hiasl servd; e (~~ata^r Rafle"soh, h3C' 2 *b~9-? 6fti 3'?>~nc (~3)} 73<:i-1?8b t~1i;~ ~~'ilS~j >°,~.~n>~
i~si ~Yti~J 3t`Ct' }~IVii. ~tCt~h~ ~~ ~f~)~4-~a~f~ 3~t~"f5~! h~[`~f.~l~v n~ir.$~t~ ~$~.3,~~r'r7{;,~''{:a3a~L~
{~vastxstec'iervi~e`3uttt3;er: i-8"7•fi~`3•a""=4~
ran equal C;p~~t~zt~ic~rj~.tfrmaisvfl Action Etttpiq~er-• wo°.', ~~~•~~r~;?t~°,'e Post Cansum~r Paper

~1~t.r, taeza t:~indhcxlrx~
Pale 2, I~'4~'Q~ ~~-:l X81
C7etoher 1~), 2(7{75
I 9 .A.mnuz~t ~ ~ c~~°ed ~ flan .l.,~ucatzraz~ trr Reference
Stre.azns t7~ linear feet C~zxnanxed tributaries ttx t?<tk Itollo~~ Lake locatexd near 1'3arro~v
tZc~ad an ~i,~lx Poizxt, Cualford ~ouraty. Rcferczxt~r;. "C7verall ~
~t'atr;rstxed L7eline~tion i4~fap for t..illic~.eld ~ul~di~•isicrrz".
t'teadLVatcr ~=etlatlds located Ix~ar ,[~<'x[T'oLi~ t2odrl rn t-lt~lx l7oxxxt, j
~~ctlrztxds t~7.~}'~ acz'c ~ Cxuxlford ~ourtt~'. t~Cfcretxce: "QZ°~T"c~~~ ~'~t~rS~~d ~
3 I)clincatzon i~~ap for Lzllielzeltl ~ubzhviszczn".
i
._._....~.~ _._._ ..__.._~ _
~..~.......e~~.~_..~~.~.~w~___..w....MM_.m.._w__ ~__. ..~1
final, ~~`ritten storn't~~rater rnanawcznent plan must lac approved zx c~=ritin~ by this (~f.`fzce t~~fore the
impacts stxecit:zed izx this autlxorir4~tiozx occur; per cozxdition Tvca. ~ azx C~;xxeras C;ez~tifzc~atiorz 3~t72. Tlxc;
storzxxwater mana~c~rz°tent talan z~~ttst include plans and sperrfications for storzn~vater xxxanaenxent
f4xcitities that are appropriate lc.)r surface E~~aters cl.assi~ed as {:'lass Vv~-t5~ anci designer`l to retxxove, at a
rnizxarrzunx, ~~°,~o 't`otal Suspcztdcd Solids according to tlxe narast accent versiozx of tlxc NC' t~~~t~.
Starrtzti;°atcr ~3est Ivl~anat;ezxi~:zxt Pracftices Manual. These ~'aciliti~;s r~xust lie desinc:d tcx treat thy; rGtns~ff
from the entire project, tzrtlt:ss udzrwise t;Yplicitl5r appro~fed by tlzsM I7ivisiozx of ~=atcr C~uality. Also,
l~e~:ore. axxv ne~v perzxxaxtent buildizl~ is occupied at tlxe subject sate, the facilities {as <zppro~~r;cl bar this
C)ffice:) sh<x11 be; constructed and opcraticxnztl, ;znd the stornzw•aCcr znana~ezr~ent pl:xn {as aplxrvved b}• this
{office) shall be itnplezxzezxtcd. Tlxe stz-uctztrsil storzxzu~ater practices sxs approvr;zl by tlxis t)ffice, as vvcll as
drainage pattcrzxs, must lxe nxaintaizxr/d izx petpctuity. No chanr~,~~s to the structural stc~rrrx~~;ater practices
shall be zxxade ~r~'itlzc7ut ~~rittc~n authoriraiion from the t~ivisiort of hater t~ualitkr. yT`~ts stortnr~ater
mazaae~taent plait must b~ sut~naitted tcx t~ac ~entrat Uffsce oaf tlae 'UVettandsf~t)1 Certi<ftca~ton f,~uit
in. Rafe h r~ithitt fiU dx~ s ctl' reeeivitt~ this letter.
~. 'tile lazolaosed project zxxu~st corzxply with tlxe local. water supply c7rdinance approved by the :N.C.
Exlvirorzrrzental ~~fazta~ement C~ottxtxxissaon {lr:ic;} as required. uzxder thcx l~and.lenxarx Lako ~;4'~rter Supple
t~ratcrshzd ktxle {R.arzd:lernan t3uffe:r Rule): 15A 1~C:'.AC U2I~ .17250, t'rott~ction axxd ;lbfazntcn~zzxcc of
p.:ipaz-iazx Areas, tr~xd 15r~. 1vC;..~~.C' 028 .{7251, Storrtt~vat~:r Rr~quiremezxts. {Local Csoverzxxzxr;xxts include
Arclxclalrx, Cxreetxsboro, Hi4xlx .l'caint, ;ltandlczxxxtzx, Jazxxesto~vn, Ratxdolplx ~'uuxzt~sr azxd Guilford C'otatt}r.}
~. Appropriate sedizz7ent azzd erosion cozxtrol rzxeasures ~vlxich equal ar exceed tlxose outlined iza the cxxost
recent version. of the ~~jar-1h ~;'rrr-alinu ~5e~lirrrr.>rtt arzcl ~`rvsitrrz Cvnzrc~l 1'lanrairi~,~ rrtrrl 17esigrz t~lccraz~al ar the
?'~'ortla C:cxrcaltrzc~ 4~rrr~"€~ce> ~1~Cirxr'rr~;l ~~larxrcrzl {a aalable fiozxx tYze l~i~,=ision rxf Land Iesottrces at I'~t;'DEtiR
z•e~iozzal ot~ices or tlxc; ccsxtrtrl ol"licra), ivhictzever is nxore alrpropriate, shall be desi~ncd, irxstatled azxd
nxaint€zazxcd properl}~ to as:>ur<: coznpiiazxce tzt all tizxxes uit}t tlxe 1~1orth C`arolirza utater quality staxxdards
tlxat are applicable to t~'lass ll'S_l~; rx#xters rzs describers in 15~t t1~C';~~" (~2Ji .Q216 F'r~slr Sz.zr~c~c.~~ b3~`irtr~r
t~ucrlir~ ,Srrztirlar~:s 1~"nr C,,'ta.ss i`~':~i-1~' i~cztc~rs, ~ucl7 nxeasures zxxust eclrza! car exceed the rctluirertaent:~
sper;i~ed. ux the xxxost recexxt version o.f tlxc; ~'~nrth C"c~rtrlirza Sc~tlirn~rrzt arzzl ~r°rrxsir~n ~'rrntr•c~l ~t~ara.rr;xl.
"l'hese nacasures txxust lac ~t~aizttainrd on all constztxctioz~ sites, borrta~v sites, and waste lxilr~ {serail) sites,
i~ac~ltzrlizx~ cozxtractor t~t~'neii arxc9 leased borrow pits, ~~,rlxiclt are associated ~vitlx tlxis prc)ject.
5. `s€dizxxent arxd erc~saozx eontz°tal xxxcasurus shall not bt: placed in ~vetlanrl~ or u~at~;rs to the z~zxaxirntztzx Extent
practicable. Ifplaccnzc;xzt oC sedinxe;nt and e;ro4iozx c;otxtrol measures ixx ~~ etlands or ~vatcz-s is uaxavoidabl~;,
~ a'>
=fr ,
~ .

1:1r. Kan Lindlaalm
f ~Ctt~~t~i' ~~, ~~~J
they shall lac removed anti the nrataar;1 ~ .=;~ie r+w~stcared ~~ithin sip: zraoratlas tat the date tl~.at floe prcaject is
cangpleteci or, ifappiitaable, within six x:t~~aths oftlze date that the project is rwleased by the :earth
Lr araIana i~ivision taf Land R~;saurccs.
l~io waste, span, solids, tar fill of any l~.intl shall occur in wetlands, evaters, or riparian areas l~aeyond the
faatpa-izzt of the impacts depicted in the l?re-~'onstructian ~iatiticatiaza. ill constnzctitan activities,
iaacludin~ the desi.~'n, installation, operation, and maintenance ot` sedimrxnt anti exosian control "Best
;~lana~ement }practices" sl>all be pcxfc~rrned so that na violations of state ti~tatcr ~ualitr• standards,
st~itutes, tar rtzle;s a~;cur.
~. Tht; culvert .re:tluired for dais project shall be .iaastallec in stack a rn.azzner tlza.t the ari~in~rl streaaxa profzle is
rat altered ~i.e. the depih of the charuael must rat be reduced by a ~=itia:nin~ of the strearzabtrd}. ~ x.istin
stxeaazz dianensias (includiaa, tlzc: pattern grad prtzdlt) are to be maintained above aazd belca~~ the: location
of tha ctalvert. "l:"he culvert i~x~Ll be tlcsi~tzed and installed to prevent lzcad cutting of` the sircan~. if the
culvert beca.naes perched, thc~ az¢ prapriatt; stre:<az grade shall be re-trst<abhsheci i7r, i.f the cult'°ert is
installed in ~~ perched mannex, the ~:ul~~e~;°t sha.l~l be, a'et~nas=ed and re-ittstal.led etarz•ecil}~. `I'he applicant
must subrzait a plan and receive. ~~.°ritt~n approval from this C)ffice to address an}~ htad euttin~ that s.~~ill
ucctar as a result az this projtrct {e.~., use ot: dross vanes da~~~tzstreana of the t;ulvert).
4~'lacrc riprap is retlxaixed far eaaer~;y dissipation. anti scoux pr+-atc.ctican, i:t slz.ail be l.iazl.iterti to the ~nin.inzures
tiimezzsians sped-fcd by apprrspriate; caa~;ineerin~ t~alculations, lZ.iprap a~zay only be used bclow• the
normal lzih ~vattr le~~~t:l. „I"he uri~3nal ~ratle at3d ele~~atian of the stxearz~'s czars-sectaran rnu.st be
rxlaitztained. l7iprap placed iaz tine stream bottoara must be inserted infra floe bottom ~azatri~ to a tleptla
sufiitaient to pravitie the thicktzesa of ripxap reeluired for scour laratection. ~°lze elegy°ataoar a~ tiae strc<zaza
bottom rraust not be izzcreased by tlau place;xxacnt of riprap, 1?lctaenacnt of riprap atz:ust ncat result i.n
destaiEailizatian of the streaaaalzed ar ban.~s upstrearra o:r tlou~rastream..
~?. X11 constrtactioaa activities Gassaciateri lvith flair pxajeci shall mininzi~e built-upon surface area., direct
stotxzr~~•ater runoff asp=a~~ txtazaz suxxace maters, aaad xaztorptarate best t~aana~enleazt practices tca zazizzirrzize
tivate:r quality inzp;~acts. T:f concrete; is used. with aray :fill material, it shad ntat be alloe;tl tta coa~nc in
ctantact with surface ~vate.rs until it loos cared. Tf any stoxu•ater rraust be collected far dischar~e~ into a
stream cfzazazzcl, it shall not enter floc ~tr~•at,: a a paint source, but shall be sla~F4d and dise:laaretl as
shtFwt lla'ty prier to enterrin~, the riparian, bGi~er pia either rifle of the stx4anz.
1(3. L~taan canzpletitan of the prtaject, the ~plalit;ant s:zall cczmplete aazd retut~z the enclc~secl "Ct;rtif'icate of
Completion" faxm tea ratify '~CI~°4~"C~ 1~~lzcr~ all ~;=tarp inciuclerl in the ~~t)i Cerii~caticata loos t'aeeaz
fanislzed. `T`his eertifacate shea~ald tae seat to the =lul~~etlan~:ls Unit of the l~iC: Uivisican cif hater ttality,
at tht; address listed oaa the farm. ~1~3tx ti~=itla tlz ~"tkrtij~c~r~tc~ vf' C~rn~Z~titar~ f~ir-rn, ~l~E~se ~~rz-d
~a~zvtra~a-tx~aFr.s upstrtxcrrrz unrZ €lta~x=rslr~larra c?j'iltt~ cuZvcri sid~x utad utility= Ling r~r-tass~ing tta u~c=rtrn~rzi c.t~rr~c~1
zr~stt~llurivn.
if you do not at;cept tuzv of the conditions of this certification, you may aslt; for aaa adjudicatary hearing. ~'au
maast ac rvit}ai.az bl? days a:f the claie that ytzu receive this letter. To aslt for a haarin~3 send a ~%z-ittetz petition.
which corzforrns to f:;halater l~{)l3 of the ~tartla. Clarolina tw~enera! ~tsztutes to the f~ffice of r~dr€anistrative
l~trarin~,s ti'.'l~ ~Ta:il Se;rvic:t:, Center, Raleigh, 1`.f::. ?:~(iq9-6%'i~. fhis certification and its ceynditioras are ~na3
and binding; unless ycatz ask :far a hearan~.

:tr. Ken L.incihol€~z
I'a~e ~, ~~~°Q (35-131
Qctok~er 19, '~UU
"1`I~is Ietter c~z~~~ietes the r~z=ievs= ~:f the I:-i~•isic~n c~# i~~'~ter Qti~aiit~• under Seetic~r~ ~~ 1 cif t1~c ~`tean ~~'~tc~r r1ct, I:f'
v~ti have ~~~= c~~~esti~ns, ~i~;a~~ tei~pi~~a~~ I~~ry1 ~~1mb in the D~~Q 4~'inston-Sa14i~7 .e~ic~~a~l C~ffce at 3 ~fi-? 01-
~~iC1f}, eatensiun?{), car la~~ ivlc:~iill<~n ire the. ~~'~tla:ntis/~E}I Cerztz•~( C7itice iz1 R~tlei~h at ~)1~-?1~-4(131.
int~erc;l~,
~~~

r~tt~iclinx~.~ts
ee: ~?tr. '~°c~dcl 'i"z~bti~rell., 1.. ~. ~1rn~y C'~sr~s of:~n~;ineers, I~aleih Kepi-1~tury F~ietci C~ffzce
~ti``ias.stc~zl-~~~lez~~ ~~~~Q k.e~it~~lal f)f`fic€.
Central Files
~~'etlan~ls~4E)1 FiiL C;"capy~
1~r. ~G~~tiell. Overb}', Sc~i.l &~z~.virc~~a~tnt~l Cc~nsultarats, T'r`y, 23G Le~'hilli~ C't~urt, ~uitc ~;, Cc~nct~r~,1vC:
?~aE)'?7

Line Bearing Distance
L1 N 86'-45'-27" W 162.38' '
L2 S 89'-57'-46" E 133.69'
L3 N 59'-50'-48" W 49.92'
L4 S 29'-30'-56" W 50.62'
L5 S 59'-47'-il" f 77.39'
L6 S i'-43'-19" W 225.61'
L7 S 38'-40'-05" W 61.88'
L8 N 89'-58'-01" E 45.39'
L9 S 35'-12'-19" E 12.65'
L10 S 44'-08'-53" W 56.87'
L11 N 65'-55'-44" W 6.95' .
L12 N 30'-37'-08" f 92.28'
L13 N 8'-4B'-53" W 206.05'
L14 N 2t'-19'-45" W 51,32'
L15 N 7'-44'-38" W 120.00'
L16 N ti'-15'-42" W 65.42'
L17 N 59'-45'-46" E 148.86'
L18 N 24'-48'-19° W 163.96'
L19 S 82'-29'-51" W 193.86'
L20 S 29'-46'-3i" W 133.62'
L21 S 88'-32'-32" W 119.40'
L22 S 76'-t5'-D7" W 93.73'
L23 N 0'-OS'-50" E 105.69'
L24 N 10'-13'-28" E 120.17
L25 N 10'-13'-28" E 50.00'
L26 S 79'-46'-32" E 45.91'
L27 N 10'-13'-28" E 1 D0.00'
L28 S 79'-46'-32" E 61.00'
L29 N 35'-00'-45" E 31.96'
L3D N 00' 05'-28" E 14.67'
L31 N 51'-16'-45" W 4.15'
L32 N 14'-58'-36" W 135.74'
L33 S 7S'-42'-25° f 90.02'
L34 , N 00'-5t'-56° W
" 54,67'
'
L3S N 00'-51'-56
W
"
` 2.52
'
L36 N 88'-51
-i3
W 165.98
L37
L38 .N 85'-12;-48; W ,.~„;;92.1.4;
;~;~20.09.,..;•,:
__S_,32'-28,-43
...
L39 :
~
N 87'-37 -15 ~' ' ' %~~^ 91:06
L40 5 02'-16'-40" W
'
" 43.49'
'
L41 S D2'-16
-40
W 16.52
L42 S 8759'-33" w 148.59'
L43 N 8T-19'-24" W 14.23'
L44 S 19'-31'; 23 ; W 104.17'
L45 S• 89'-56 -32" E• ..-..,~~,,~189:03~ .
L46 S 8T-0T-03 E -219.86
L47 239°41~ --~~
N 83'-27~-57b W`
.L48.___. t
:,.N''86'=28--4.4~'~W-.~ 15s~78,~,~,,; :'
L49 S 19'-31'-17" W ~~ ~'~ 85.01' "
TOTAL SITE ACREAGE:.. '~w~'~~,95~7t;.AC:
TOTAL WETLAND AREA: 3.3t AC.
TOTAL ISOLATED WATER
ACREAGE: D.20 f AC.
v~mq~
\
~\
-"- -mac

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--~ ice!%l~~r, "' rr.,l~.~~j ` \l ~`/~'' r ~` ~ r f 3
s
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^T~ ~l Wetland Delineation Survey For
~~ = ~ s; ~ ; ~ ~~ Faith Properties of the
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~ iL~`-';~k4 i~i..~ ij~'t'jiE SURVEY FOR
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C f%% Piedmont Crossings Residential, LLC

~t~ ~ 1 CITY OF HIGH POINT
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~t GUILFORD COUNTY, NORTH CAROLINA
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Sheet 1 of 18
OVERALL SffE
SEE SMffT f6 TO 18 FOR COMPi.ETE
LINE TABLE, NOTES, LEGEND AND
OTNER SITE INFORMATION AND DATA
~/ `/r ~ r' ~ / r/' '~ / /~ f / J /
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'K 'This certifies that this plot accurately depicts the boundary of
j1 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 ar our published regulations, thls determination
~. of Section 404 jurisdiction may be relied upon for a period not to
exceed flue years from this dote. This determination was mode
r utilizing the 11987~s of Engineers Wetlands Ddineation Manuol."
' (Name), ~~Mr2ca. ~ ' '' "::;G°~ '~~ ~_... ..
(Title) •«~ "-'~/~~, , .~(y ^+~~1-
(Date) `~ ~ as t ~yGS
G JAMES.B,•,STEPHENS, certify that this is nok.a boundwy
• survey, .boundary. Information shown• hereon taken from a
• map.: prepared by .nie entitled• SURVEY FOR FA1TN PROPERTIES
• '~"' OF THE'GAROLINAS,' t.LG. doted June, 20D5;' that' Gagging
' ddtneating wetlands as m~ked by S&EC, PA was fldd
located and plotted hereon.
.. .~
• witness my hand ~ond seal
ICI/llllllf,,,f
ssAL~ ~ f:
_ • L-3348:
fftffH11111111
,.. ...~ ,
#his day o , 2005,
Proiessionol Land
L-3348
Registration Number
JAMESTOWN ENGINEERING GROUP,
CONSULTING ENGINEERS
117 EAST MAIN STREET
P.O. 60X 365
JAtrIESTOWN, N.C. 27282
Telephone (336} 886-5523
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Job Na, 2ooa--asa

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjeCt/Site: Barrow Road Date: 10/21/03
Applicant/Owner. Faith Properties County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mix-Pine-Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transact ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Spades Stratum Indicator
1. Pious vinginana Tree FACU 9. Pious echinata Tree FACU
2. Linodendron tulipifera Tree FAC+ 10.
3. Liquidambar styracrflua Tree FAC 11.
4. Juniperus virginiana Tree FACU- 12.
5. Rubus argutus Herb FACU 13.
6. Ater rubrum Tree FAC 14.
7. Lonicera japonica Herb FAC- 15.
8. Quen;us alba Tree FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG): 40
Remarks: Much of upland in pasture (fescue) or cultivated field.
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: WA (in.) Water-Stained Leaves
_
Local Soit Survey Data
Depth to Free Water in Pit: WA (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: WA (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Barrow Road Plot ID: Uplahd
SOILS
Map Unit Name Drainage Class: Well
(Series and Phase): Enon Field Observations
Taxonomy (Subgroup): Ultic Hapludalf Confirm Mapped Type? x Yes No
Profile Descriation:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) _ (Munsell Moist) AbundancelContrast Structure, etc.
0-4 Ap 10YR 4/2 Sand Loam
412 Bt1 2.5Y 5/4 Sand cla loam
12+ Bt2 10YR 5/8 Cla
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking 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:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
r
i

Wetland Delineation Performed By: Soil 8~ Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecUSite: Barrow Road Date: 10/21/03
Applicant/Owner. Faith Properties County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Wetland
(If needed, explain on reverse.)
VFr;FTATInN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juncus effusus Herb FACW 9.
2. Sambucus Canadensis Herb FACW 10. '
3. Sa/ix nigra Tree OBL 11.
4. Carex sp. Shrub FACW 12.
5. Rubus argutus Herb FACU 13.
6. Cyperus strigosis Herb FACW 14.
7. Ludwigia sp. Herb OBL 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG): 85
Remarks:
uvnonr nr_v
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x O~adized Root Channels in Upper 12 Inches
Depth of Surface Water: 0-2 (in.) _Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: 0-12+ (in.) x FAGNeutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0-12+ (in.)
Remarks:

Wetland Delineation Performed By: Soil 8~ Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Barrow Road Plot ID: wetland
snit
Map Unit Name Drainage Class: Poorl
(Series and Phase): Wehadkee Field Observations
Taxonomy (Subgroup): Fluvaquentic endoaquept Confirm Mapped Type? x Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 Ap 10YR 5/2 Loam
4-12 Bg 10 YR 6/2 7.5YR 5/8 Few/Distinct Sand Ga loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x . Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WFTI ANr1S f1FTFRMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes _ No x Yes No
Hydric Soils Present? x Yes _ No
Remarks:

Wetland Delineation Performed By: Soil 8~ Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Barrow Road Date: 10/21/03
Applicant/Owner. Faith Properties County: Guilford
Investigator: W. Overby, A. Rollans State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetlands
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ligustrum sinense Tree FAC 9.
2. Linodendron tulipifera Tree FAC+ 10.
3. Liquidambar styracipua Tree FAC 11.
4. Microstegium yimenium Herb FAC 12.
5. Smilax rotundifolia yne FAC 13.
6. Acer rubrum Tree FAC 14.
7. Woodwardia areo/ata Herb OBL 15.
8. Sala nigra Tree OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(exGuding FAG): 100

HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x O~adized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) x Water-Stained Leaves
x Local Soil Survey Data
Depth to Free Water in Pit: 0-12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 0-12+ (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Barrow Road Plot ID: wetland
SOILS
Map Unit Name Drainage Class: Poorl y
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Endoaquult Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions

inches Horizon (Munsell Moist)
(Munsell Moist) Abundance/Contrast ,
Structure, etc.
0-5 A 10YR 5/1 Sand Loam
4-15 Bg 10YR 6/1 10YR 5/2 CommoNDistind Cla loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
_
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No x Yes No
Hydric Soils Present? x Yes No
Remarks:

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Professional
L-3348
Registration Number

3, 2008 Per COR
Vfst in December 2007, o
~~ . ~ i i ~ ~ _ ,....- - ~. _ _ _ ~. _ _ _ _ _ _ _ _ .- '- - - _ _ _ _ _ _,. _ -' / i / ~' / , r ~ - _ ~ JAMESTO WN ENGINEERING GROUP, INC.
1 I f ~~ J ~, _ -- - ~ f , ~. - ~. _ _ _ _ ,- ~ /~ /, CONSULTING ENGINEERS
( l ~ I ~ ~'' ,,. _ _ _ V , ~ ~ ~ 117 EAST MAIN STREET ~
l I 1 I ~~ ~ r ,~ ..'' ~~ f r/ ~~ P A, BOX 365 N
~, .... ~ ~ JAMESTOWN, N,C, 27282 ~'
~ ~ I ~ ~, ~'' ~ r ~ ~ ~1' Telephone (33fi} $$6-5523 $
~ I~ ~ i' I -'' ,~ ~~ ~~ I~ Inc Job No. 2004-468 c~~'
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Wetland Deflneatifln Survey For
Faith Properties of the
Carolinas, LLC
SURVEY FpR
Piedmont Crossings Residential, LLC
sd 30' o sa' Asa ~s
SCALE: 1" = 6O'
REVISED MARCH 200$
Sheet 9 of 18
ATMs certifies that this plat accurately depicts the
boundary of the jurisdiction of Section 4D4 of the Clean
Water Act as determined by the undersigned an this
date. Unless there is a change in the law ar our
published regulations, tins determination of Section 404
Jurisdiction may be relied upon for a period not to
exceed five years from this date. This determine#1on
was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual."
(Name)
(Title)
(Date) ~~
1, JAMES & S7EPHENS, certliy that this is not a boundary
~rvey, boundary informoticn shown hereon token from a
map prepared by me entified SURVEY fOR fAITH PROPER7fES
Of 7H£ CARQLINAS, LLC. dated June, 2005, that flogging
d~ineoting wetlands as marked by S&EC, PA was field
located and plotted hereon,
Witness my bond and segi this ~~ day of 5u~v pp03
~pNSUU,r,r~ ,
,~ .~ ~.
.,,.
' '~4~ SEAL~'~',
' t,-3348 '
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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by fallowing the instructions provided in Section N of the .FD Form Instructiamal Gudebook_
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:1'iedmont Crossing.
State:NC County/parish/borough: Guilford City: High Point
Center coordinates of site (laUlong in degree decimal format): Lat. 350525° N, Long. 79.9912° W.
Universal Transverse Mercator:
Name of nearest waterbody: Oak Hollow Lake
Name of nearest Traditional Navigable Water (TNRT)lnto which the aquatic resource flotivs: Oak Hollow Lake
Name of watershed or Hydrologic Unit Code (HUC): 03030003
Check if mapldiagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different TD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Det~;nAt;on. Date:
Field Determination. Date(s): 12/19/07
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION
There Are. no "navigable waters of the. U.S."within Rivers and Harbors Act (RHA) juuisdcton (as defined by 33 CFR part 329} in the
review area. [Required]
~] Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of'the I.T.S."within Clean Water Act (CWA) jurisdiction (as, defined by 33 CFR part 328) in the review area. [Required]'..
I. Waters of the I7.S.
a. Indicate presence of waters of I7.S in review area (check all that apply): 1
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
^ Non-RPWs that flow directly or indirectly into TNWs
~ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: linear feet: width {ftj and/or acres
Wetlands: +/- .~# acres.
c. Limits (boundaries} of jurisdiction based on: 1487 Delineation Manual'
Elevation of established OHWM (if knov~~n): .
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
~ Boxes checked be1'ow shall' 6e supporCed by completing the appropriate sections ;n Section III below..
~ For purposes of th;s form„ an RPW is defined as a tr;6utary that ;s not a "I't~V1~ and that typically flows year-round. or has continuous flaw at leasC "seasonally'"

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent. to- TNWs. If the aquatic resourcets a TNW, complete
Section IILA.1 and' Section I1ZD:S. only;: if the aquatic resource is a wetland adjacent to a TNW, complete: Sections IILA.I and', 2'.
and Section IILD.I.; otherw-se, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting. determination:
2. Wetland adjacent toTNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CIIARACTERISTICS OF' TRIBUTARY (TIIAT IS NOT A TNW}AND TTS ADJACENT' WETLANDS (ZF' ANY}::
This section summarizes information regarding. characteristics of the tributary and' its adjacent wetlands, if any, and it helps
determine whether or not the .standards for jurisdiction established under Rapaaos have !been met
The agencies will assert jurisdiction over non-navigable #ributaries of TNWs where the #ributaries are "relatively permanent
waters° (RPWs}, i~ tribntaries that typically IIow year=round or have continuous lIow at least seasonally (e.~, typically J
months}. A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resaurce is not a TNW, but: has year round
(perennial} flaw, ship tv Section IQ.D Z. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,.
ship to Section IQ.A4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record aay available information that documents the existence of a significant nexus between a.
relatively permanent tributary that is not perennial (and its adjacent wetlands if aiiryy} and a traditional navigable water, even
though a significant nexus f nding is not required as a matter of Ian
If the waterbody'i is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. )lf the 3D covers a tributary with adjacent wetlands, complete Section IILB.I for
the tributary, Section IILB.2 for any onsite wetlands, and Section IILB.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whcthcr a significant nexus exists is determincd in Section IQ.C below.
1. Characteristics of non-TNWs #hat flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: acres
Drainage area: 8 acres
Average annual rainfall: 42 inches
Average annual snowfall: 10 inches
{ii) Physical Characteristics:
(a) Relationshig with TNW:
^ Tributary flows directly into TNW.
® Tributary flows through 2 tributaries before entering TNW.
Project waters are 1-2 river miles from TNW.
Project waters are 1 (or less) river miles from ]tPW.
Project waters are 1-2 aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS: iJT to iTf to Oak Hollow Lake .
Tributary stream order, if known: 13` to 1 ~` to 2"d to 3rd.
° Note that the Instructional Guidebook contains additional inforn~ation regarding swales, ditches, washes, and erosional features generally and in the grid
West.
s Flow route can he described by identifying,. e.g., tributary a, which flows through the review area, to slow into tributary b, which then flows into Ti,IW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ®Natutal
Artificial (man-made). Explain:
^' Manipulated (man-altered Explain:.
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick;List.
Prnnary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
'^ Cobbles ^ Gravel ^ Muck
'^ Bedrock ^ Vegetation. TypeN/o cover:
Other.. Explain: ..
Tributary concltion/stability [e.g., highly eroding, sloughing banks]'.. Explain:.
Presence of nm/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review azea/yeaz: Pick List
Describe flow regime:
Other information on duration and volume:
Surface fTowis: PSck List. Cl~aractetstics:
Subsurface flow: Pick List. Explain findings:
Dye (or other) test perfotlned:
Tributary has (check all that apply):
^ Bed and banks
OHWM6 (check all indicators that apply):
cleaz, natural line impressed on the bank
changes in the character of soil ^
[Q shelving
vegetation matted down, betxt, or absent ^
leaf litter disturbed or washed away i^
^ sediment deposition ^
^ water staining
other (lisl)e.
^ T3iscontinuous OHWM.~ Explain:,
the presence of litter and debris
destruction of terrestrial vegetation
the presence: of wrack. line
sediment sorting.
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ^ Mean High Water Mark indicated by:
^ oil or scum line along shore objects ^ survey to available datum;
^ fine shell or debris deposits (foreshore) ^ physical markings;
physical markings/characteristics ^ vegetation lines/changes in vegetation types.
f ] tidal gauges
other (list):
(iii) Gfiem~cal Gharacteristies:.
Characterize tributary (e.g., water color is clear, discolored'„ oily filitn; water quality-, general watershed characteristics; etc.).
Explain: .
Identify specific pollutants, if known:
6A natural or' man-made discontinuity in the DH Wdvi does not necessarily sever jurisdiction (e.g., where the stream. temporarily flows. wulbrground; or where
the (1I~WM has'. been removed. by devetopmerrt or agricultural prarxicesl. Where there is' a break in the ~EiV4`d~t that ins. ur¢eiated to the waterbody's flow
regime (e.g„ flow over a rock autetop or through a culvert), the agencies will look for indicators of`flow above and below the Break.
~lbd

(iv) Biological Characteristics. Channel supports (check all that apply):
'~] Riparian corridor. Characteristics (type,. average width):
Wetland fringe. Characteristics:
~', Habitat for:
~ ]Mederally lusted species; Explain findings:. .
~' F'ish/spawn areas. Explain findings:
[~ Otherenvironmentally-sensitive species. Explain findings:
[~ Aquatic/wildlife diversity. Explain findings:
2.. Characteristics ofvretlands adjacent to non-'fNW thatElo~r dreetly orindireetly into't'1stiVf~
(ij Physical Characterisfics:
(a) General Wetland Characteristics:
Properties:
Wetland size ±/- .4 acres
Wetland type. Explain:Seep Wetland.
~etlarid quality.. Explain:Fair:.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationshigwith Non-TNW:
Flow is: Ephemeral flow. Explain:
Surface flow is: Discrete and confined
Characteristics:
Subsurface flow: Unlmown. Explain findings:
[~ Dye (or other) test. performed: ..
(c) Wetland Adjacency 1Determination with Non-T'NW:
~ Directly abutting
® Not directly abutting
Discrete wetland hydrologic connection. Explain:
~'! E'cologcal correction. Explain:
[]' Separated by berm/barrier: Explain: ..
(d) Proximi yt (Relationship to TNW
Project wetlands are 1 2 river miles from TNW.
Project waters are 1-2 aerial (straight) miles from TNW.
Flow is from: Wetland to navigable. waters.
Estimate approximate location of wetland as within the 500-year or greater floodplain.
(ii) Chemical Characteristics:
Characterize wetland. system (e.g„ water color is clear„ brown,. oil frlm on surface; water quality;. general watershed
characteristicsn. etc.)., Expl'aisr: Water color is sTiglrt brown.
Identify specific pollutants, if lmown:
{iii) Biological Characteristics. Wetland supports (check all that apply):
[] Riparian buffer. Characteristics (type, average width): .
® Vegetation type/percent cover. Explain:Herbacious WL Species.
Habitat. for:
~ Federally Listed species.. Eaq~lain fmdingsc ..
[] Fishfspawn areas Explain findings: ..
Other environmentally-sensitive species. Explain findirgs:
® Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 1
Approximately (.4) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/Nl Size fin acres) Directly abuts? (Y/N) Size (in acres)
f~-.~4 acres
Summarize overall biological, chemical and physical functions being performed: Precipitation runoff storage and
filtration, some wildlife habitat.
~. SIGNIRICANT N)1,XFS DETERATIUN
A significant nexus analysis will assess the flow characteristics and'. functions of the tributary itself and' the functions performed
by any wetlands adjacent to the tributary to determine ff they significantly affect the chemical, physical, and biological integrity
of a TNR+. For each of the following situations, a significant news exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant news include,, but are not limited' to the volume, duration,, and fequency of the flow
of water in the tributary and its proximity to a TNW, and the functions. performed by the: tributary and all its adjacent.
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance fe.& between a
tributary and its adjacent wetland or between a tribntary and the TNWj. Similarly, the fad an adjacent wetland ties within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapa~os Guidance and
discussed in the Instructional. Guidebook. Factors to consider include, far ezampl'e::
• Does the tributary, in combination with its adjacent wetlands (if any}, have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TI~IW?
• Does the tributary, irr combination with its adjacent wetlands (if any), provide habitat. and lifecycle support functions fur fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the Tl~1W?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and. organic carbon that
support ciovvnstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships. to the physical, chemical, or
biological integrity of the Tl`lW?
Note: the above list of considerations is not inclusive and other functions observed or lrnawn to occur should be documented
below:.
1. Significant nexus findings for non 1tPW that has na adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absentee of significant nexus below, based on the tributary itself? then go to Section 1ll.ID: .
2. Significant nexus findings for non RPW and its adjacent wetlands, where the non-12PW flows directlly or indirectly into
TNWs. Ea~-plaur findings of presence: or absence: of significant nexus below, based on the tributary %n combination with all of its
adjacent wetlands; then go to Section III.D: .
3. Significant nexus findings for wetlands adjacent to an IiPW but that do not directly abut the IZPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DET13R1t+IINATIUNS OF JURISDTCTIONAI~FIIYDINGS. THE'. SUBJI3CT WATERSlWETLANDS A)ZE', (CHECKAI,~
T'HA'T' APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
)tPWs that flow directly or indirectly into TNWs.
Tributaries of T1VWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: lineaz feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWss that flow directly or indirectly into T]YWs.
Waterbody that is not a TNW or an 12PW, but flows duectly or indirectly into a T1WV, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow yeaz-round. Provide data and rationale
indicating that tributary is perennial in Section IlI.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
®' Wetlands directly abutting an 12PW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B' arid. rationale th S'ection III.Iy.2, above.. 1'tovderntionaleindicating that wetland is directly
abutting an ]ZPW: Seasonal' flow verified by field visits during different tunes ofthe year.
Provide acreage estimates for jurisdictional wetlands in the review area:.4 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not duectly abut an ItPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates. for juri~lictional' wetland's in the review area: acres.
T Impoundments of jurisdictlonal waters g
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED {INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDSy TOE USE,
DEGRADATION OR DESTRUCTION OF WffiCO COULD AFFECT INTERSTATE COD3IVIERCE, INCLUDING ANY
SUCO WATERS (CHECK ALL THAT APPLY):to
which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
[] Interstate isolated waters. Explain:
Other factors. Explain:
gSee Footnote # 3.
To complete the ahalysis refer to the key in Section III.D.6 of the Instructional Guidebook
t® Prior to asserting or declining CWA jnrL4didion based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the grocers described in the Corps/EPA Memorandum. Regarding CW.4.4d Jurisdtdion Follorvirrg Rapanos.

U LaKesrponns: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
SECTION IV: DATA SOURCES
A. S[1PPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and,. where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
~ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
^ Office concurs with data sheets/delineation report.
^ Oflice does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:1:24000 High Point Quad
USDA Natural Resources Conservation Service Soil Survey. Citation:
~] Nafional wetlands inventory map(s). Cite name:
^ State/Local wetland inventory map(s):
[^ FEMA/FIIZM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ®Aerial (Name & Date):Guilford 2005.
or ^ Other (Name & Date):
Previous determination(s). File no. and date of response letter:Action ID 200420295.
Applicable/supporting case law:
Applicable/supporting scientific Literature:
^ Other information (please specify):
B~ ADDTTIONAL CODIIVIENTS TO SUPPORT JD:

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
^ Wetlands: acres.
F. NON,JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLE:
If potential wetlands were assessed within the review aces, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with na substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in ` SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
^ Waters do not meet the "Significant Nexus" standard, where such a fording is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using Yawl professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ftl.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, North Carolina 27455
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 4-1841.S6/Piedmont Crossin Date: 12/17/07
Applicant/Owner: Ken Lindholm-Faith Properties County: Guilford
Investigator: Wendell Overby, Ryan Smith State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Seep Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 10' NW of flag W 09
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Rosa palustris Herb Obl 9.
2. Juncus spp. Herb FAC 10.
3. Carex spp. Herb FAC 11.
4. Rubus Herb FAC 12.
5. Scirpus spp. Herb FAC 13.
6. 14.
~• 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: - (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 5 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, North Carolina 27455
[phone]
Project/Site: 4-1841.S6 Plot ID: 10' NW of flag W 09
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Coronaca clay foam Field Observations
Taxonomy (Subgroup): Rhodic Paleudalfs Confirm Mapped Type? Yes x No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 7.5YR 4/4 10YR 5/3 Common Distinct Cla Loam
5YR 4/4 Common Prominent
6-12 Bt 7.5YR 4/4 10YR 412 Common Distinct Cla Loam
10YR 5/1 Common Distinct
12+ Btg Gley 1 4/5G Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Actual soil was not Coronaca but hydric soil inclusion, poorly drained
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, North Carolina 27455
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 4-1841.S6/Piedmont Crossin Date: 12/17/07
AppliCant/Owner: Ken Lindholm-Faith Properties County: Guilford
Investigator: Wendell Overb ,Ryan Smith State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland Field
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 5' N of flag W 22
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Andropogon viiginicus Herb FAC- 9.
2. Juncus spp. Herb FAC 10.
3. .Festuca spp. Herb FACU 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FAC W, or FAC
(excluding FAC-): 30%
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):.
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: - (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >12 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
3817-E Lawndale Drive
Greensboro, North Carolina 27455
[phone]
Project/Site: 4-1841.S6 Plot ID: 5' N of flag W 22
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Coronaca clay loam Field Observations
Taxonomy (Subgroup): Rhodic Paleudalfs Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions

inches Horizon (Munsell Moist) ,
(Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 7.5YR 4/4 Loam
12-23 B 10YR 3/3 Cla
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surtace Layer in Sandy Soils
Sulfidic Odor Organic Streaking 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:
WETLANDS DETERMINATInN
Hydrophytic Vegetation Present? Yes X No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks:

/
i
I
,i
pUINAGT AREA (DA = 270 ADi6
AIPERNd15 BIRFAOE ('SOX
DEApI RABFNI(P = i INCH
FDiFR BFD DB'AI ( = 4A FEET
FERNFABILITY C06. Q • 0.S fT/DAY
AYO. WA1Ffl NBdIT (h • 0,25 FEET
TRAIN illE (tl • 20 DA15
Rv •0.05 4 0.008(1) • 0,50
AVV = PrRwOAMJSBO / 12. 1901 6
AF = YAVrdf Mr t+ _ { SF
r
i. THE PLANTING SOIL SHALL HAVE A COMPOSITION OF 10 TO 25 PERCENT
CLAY ANO BEING OF A SANDY LOAM OR LOAMY SAND TE%TURE. LOAMY SDILS
MAY GE VTiLIZED FOR THE PLANTING SOIL BUT MUST CONSIST OF 35X SAND,
2. SOIL SHALL BE UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS OR
SIMRAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR
SUBSTANCE WHICH MAY 8E HARMfUL TO PLANT GAOWRI, OR A HINDRANCE TO
PUNTMG OR MAINTENANCE OPERATIONS. PLANTING SOIL SHALL BE 7ESTE0
AND MEET TWE FOLLOWING CRIIERG;
pH RANGE: 5.5-8.5
ORGANIC MATTER: 1.5-3.DX
MAGNESIUM (Mg} 35 LBS ACRE
PHOSPHORUS (P205): TOD LBSfACRE
POTASSIUM (K20): 85 LBS/ACRE
SOLUBLE SALTS; NOT TO E%CEED 500 PPM
THE FOLLOWING TESTING FREWECIES SHALL APPLY TO THE ABOVE SOIL
CONSTITUENTS:
pH, DRGANIC MATTER: t TEST PER BO CUBIC YARDS
Mg, P205, K20, SOLUBLE SALTS 1 TEST PER 500 CUBIC YARDS. BUT NO
LESS THAN 1 TEST PER BORROW SOURCE
ONE GRAIN 512E ANALYSIS SHALL BE PERFORMED PER 90 CUBIC YARDS
OF PLANTING SOIL
5. NARDW'000 MULCH OR CHIPS SHALL BE USED FOR THE ORGANIC OR MULCH
LAYER. THE MULCH SHALL BE CLEAN FREE OF WEEDS, SOIL, ROOTS, PLASTIC,
ETC WITH AN DPRMUM AGE OF 12 MIXNTHS.
4. SEE TABLE 2 OF THE CITY OF HIGH POINT 'STORMWATER BEST MANAGEMENT
PRACTICES" DESIGN MANUAL fOR SUGGESTED PLANIINC MATERIALS. A MINIMUM
OF 8 SPECIES OF EACH TREE, SHRUB, AND HERBACEOUS PLANTING SHALL BE
SPECIFIED W17H A MINIMUM PLANTNG DENSITY OF 1000 STEMS/ACRE
PROPOSED PLANTINGS SHALL BE APPROVED BY THE TOWN Of JAMESTOWN.
5. PLACEMENT aF SOTL IN THE B10RETENTION AREA SHOULD BE IN UFTS OF 18
INCHES OR LESS AND UGNTLY COMPACTED, MINIMAL COMPACTION EFFORT CAN
BE APPLIED tO THE SOIL BY TAMPING WITH A BUCKET FROM A DOZFR OR
BACKHOE,
A, = 8425
WATERSHED CONTROL PLAN
LILLIEFIELD SUBDIVISION
BID-RETENTION AREA~1
DEVDAPED BY
FAITH PROPERTIES OF THE CAROLINAS, LGC
CiTY OF H]GH POINT
HIGH POINT TOWNSHIP -GUILFORD COUNTY
NORTH CAROLINA
This Watershed Devdo monk Plan (Dev,~4 74~~ ~ ) is approved by lha Wotershed
Rs ew mmiktea
_....._ b/ ~, Zaa
treator of Pknning and Devdopmsnl ate
AUGUST, 2005
JOB NUMBER 2004068
~L4PE&
FAITH PROPERTIES OF
c/o KENDLINDHOLM
10410-5006 PARK R0.
CHARLOTTE, NC 2621D
WATERSHED DATA
810-RETENTION DAAINAdE AR~0. Y.7 AC.
wATEAAI~rk aAN Frou oW uNE
CIASSIGICATION: AERA IIAA
PROPOSED 1MF'ERVIOUS SM8'ACE
STREETS A SIDEWAU(G • 0.4D AC
BUIlD1NO5 k DRhEWAYS • O.&7 AC
TOTAL • t.JB AC
PROPOSED % WPERw0U5 • 60f:
DiSNRBEO AREA • 2.72 AC
D75TANCE TO FLOODWAY • 170G 2
MEiH~ 6 PROTECIID/k BNFREIENTION AAFA
50A TYPE: Mh80, WkO, EnC MaC2, MhC2, EAD, IA
EnC, En6, IAi82, Ch
20' 0 ZO' 40'
SCALE; 1" = 20'
ENGINEER'S CEARFICATION OF RUNOFF CONTROL
I CERTDY THAT IH18 PLAN WILL CCNATOL RUNOFF M MMPLUNOE WiX AIE
C11Y OF NIGH POINT STOMINAIFR WJIOELM6 Fdl WAiFR WALNY AND FLOOD
CCNTAOL AFID THAT ATE RUXOff CONTRA. M[A9JAE8 9WTfl OH TMB PIJAI MEET CA
CXfdOD AIE CUICf1.NF5 OF iNE BAAE STORMWATDT CUN)EL1NE5 FOR WA1ER WA! M
ANB 11000 CONINOL
~,nl,nry,y
A,F°~l//,,N~ OAQO~aye
P.E. SEAL 16 ~' ~~~`~vif
SIGNATUR s t$1 ~ ;
a Z °'~+..,.d
DATE `~~ fl!'9S" s"'erw mP„v~+"'
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TOP r !~' I
v~~' ' /~/

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aRFAV>ws a~ (I + 50R
RADq'WL (P • I DKN
FurtR BtB OBBI ( • ao tEEr
FBDEA~.m roll, p • as n~+,Y
AVG WATER FEION' + O.YS T[ET
DRAIN IqE ( = ZO DAIS
Rr • 0,~ + OAOBm • O.CO
WOtl • PdMpMA75B0 ti .5082 a
Af • WQWdI pf + • 4R3
unsc.
1 THE PLANTMC SOIL SHALL HAVE A COMPOSITION Qc 10 TO Z5 PERCEN7
CLAY AND BEING ~ A SMlDY LOAM OR LOAMY SAND TE%TLRE. LOAMY SOILS
MAY 8E UT0.RE6 FOR 711E PLANTING Spit BUT MUST OONSIST OF SSx SAND.
2 S01L SHALL BE UNIFORM COIWNSInON, FREE OF STONES, SNMPS, ROOTS DR
SUgIUR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR
SUBSTANCE WHICH MAY BE NARMNL TO PLANT GROWiH, OA A HMORANCE TO
PLANTING OR MAMTENANCE OPERATIONS. PLANTNG SOIL SHALL BE TESTED
ANO MEET THE FOLLOWMC CRI/ERGL•
pM RANGE; 5.5-8.5
ORGANIC MATTER: 1.5-3.DII
NACNES8IM (Mg): 35 LBS/ACRE
PHOSPHORUS (P205): 100 L8S/ACRE
POTASSIUM (K20): 85 L85/ACRE
SOLUBLE SALTS: NOi TO E%CEL77 50O PPM
THE FOLLOWMC TESTING FREQUECIES SHALL APPLY 70 THE ABOVE SOIL
CONSnTUENiS
PN, ORGANIC MATTER: I LEST PER 90 CUBIC YARDS
LESS TH~ANP1 iFST PER BUORROW SOURCEiEST PER 500 CUBIC YARDS. BUT NO
IXVE GRAM SIZE ANAL1515 SHALL BE PERFORMED PER 90 CUBIC YARDS
OF PLANTING SOIL
3. HARDWOOD MULCH pR CHIPS SHALL BE USED FOR THE ORGANIC OR MULtli
LAYER. THE MULCH SHALL BE CLEAN FREE OF WEEDS, SDI1, ROOTS, PLASTIC,
ETC. WI1H AN OPnMUM AGE OF f4 MON'O~.
A SEE TA&E 2 OF THE CITY OF HIGH POINT "STORMWATER BEST MANAGEMENT
PRACnCES" DESIGN MANUAL FOR SUGGESTED PLANTMO MATERIALS. A MINIMUM
OF 3 SPECffS OF EACH TREE, SHRUB, AND FIETtBACEOtIS PLPNTMG SHAt1 SE
SPECIFIED W11N A MINDpUM PLANTING OENSSTY OF 1000 STEMS/ACRE
PROPOSED PLANTINGS SHALL BE APPROVED BY THE TOWN OF AMESTOWN.
5, PLACEMENT OF SOD. M THE BIORETENnON AREA SHOULD BE M LIFTS OF 18
INCHES OR LE55 AND LIGHTLY COMPACTED. MMBAAL COMPACnON EFFORT CAN
BE APpI[ED TO THE SpR BY TAMPMO WITH A BUCKET FROM A DOZER OR
BACKNOL
!. • 853.3
WATERSHED CONTROL PLAN
LILLIEFIELD SUBDIVISION
BID-RETENTION AREA#2
nrv~LOaEU ax
FAITH PROPERTIES OF THE CAROLINAS, LLC
CITY OF HIGH POINT
HiGH POINT TOWNSHIP - GUILFORD COUNTY
NORTH CAROLINA
AUGUST, 2005
JOB NUMBER 2004068
pEYEL9P€~
FAUN PRppCP~~EpRpT~~tES OF
c% ~N IINDHCLM °
Toata-5DDG PARx RB.
CHARL07TE, NC 28210
TOIs ferahed Dev~ t Pl9n (Dev.~. [0~0 ) M WProved by tM Ylatenhed
A mlttnd
6! ~~mL.~,¢n. 200ur
D recta of Plannlnq Dnd Davdopment Date
WATERSHED DATA
BID-AEiDR10N OAAMAAE AAEk ?A AG
OFF-B77E AREF: OJ ,~RkS
WARA9il0: OAX HOLLOW tNQ
CU681FIC,lR01k OBIWJL WA1FR9fD
PROPOSU -IPERWOU& SURFACE
SiRFFTS 8 SIDflNALAB • 0.40 AC
BURDRIGS k CAIVEWAY6 . D54 AC
OFfSTiE (ASSJME 66Z 9PEA170U5)• 0.67 AC
Turu • 13t Ac
PRQtO3:D x IMVER~TDUS • ux
DISNRBED AREA • 1B} Ac
DI6TIMCE TO ftO00WAY + 1700' }
MEBgO ti PROIECnOk 810-AEiBITWq /AEA
500. TW'E MOB2, 4MD, EnC, Meq, MBC1, EnD, h8
EnC, EnB, MXS2, Ch
20' o fa 40'
SCALE: 1' = 20'
ENGINEER'S CERTB'ICAnON ~ RUNOFF CONTROL
1 tFR061' MAT IHR PUII Wu WNAt0. MIbDIF W WLOX.IANCE MBN WIE
CRY OF XAXI POINT 9TOPo'IWAIER OIICB.NBS FOX WAIEX WALIIY MA AL000
WAD THE~WI~NIR BWESiCIDM1AC FQ WA1~G W/LTtt
,V0 FLOOD CO14tOL
r RB ~~
P.E. SEAL T 9 ~''~?~
SIGNA1tIR 4$ I k~
DAiE Q• `~~, Nt t~
o,•n,w~
r ~ti'~ ! ~ / ~ ,~/ ~~ ,%
/
/
~ /~ ! i' ' i i , X48 ,,~^
/ , / ! / , AT9~ K ~v
/ ! 'Y
1 / / / / , i
/ ~ ~ ,
Iv , /' /M k~ 1 , /
/ ` / / , ~ ,
/, 1 / i , ~ , / ~ ~ .~, /
i t / /X / % , '" JA ~
Sgt ~ / // '°/,,/% ,~~t~ o//'% ~ivJr /~'~"°Ay
A
/ , i ,/~ ~ ''^Y /, , 0.r h
~~ ~ ' // .D50•IY/
/ / `. v,~ . `~/ /
/ / / / RA5 PAD _... ~ ~ I
r / LDICTM:9' ~_ _ /
i
/
i~
r '/ I
/
,/~
/ //
w0A /~
~~i
i
// / / / PX01'Btjirt0lE /~' /
' / / / / iy !
~ // ~ / ,/ ,/ ~/~/ ~A[CESS ESMT. AROUND /' '
i 810-RETENTION ARE
/~/ /% / /// % // ///l` / ~/
i 111111! i i / i i/ b. /o`~
/ / /
/
/
/ / /
l,' ,~ ; ~ ,~ , rl
/ /
/ _~ T
,~ /~ / / ~

5A' iRASX
IPPRO%MAtE TO YR.
EXI5IRUG GRADE NORMAL POOL STORAGE
FL • BV.LEBN wp7Eq ~~ ~
__-..~ D NJ11' BriORAOE ~IFICE
-PERMWDVT EFO T_-____
B' SHFNC OA1F
sEOnlEr=r~raRAaE Mvorrso~onAM
ROY 0. =8310
51An1
`ORIf7CE TRASH WARD SHALL BE 801
8' 01A HALF RWND CAP, I FOOT
IN IENGiN WIiH NBI Ta AND
BOTTOM M,ADm/CDREREO CN
mbEAT a HWE
AWMINNI BARS
• 4' O,C
~~--' TRASH RACK DETAIL
Nor ro scuE
BOUYANCY CALp1LATI0NS
RISOR t
(&B7~ 2t n • 41,1 RA
BAAPA /,, ,,,A4
(18,071A~I W • 47.7 Rd
111 E•8S8 FES
F~ a H,0 •(888 FT. (824 R./T7 DI •5541 b,
CWCAETE • $41 Ib. 83,3 Ff r, (+I B% FOS) - 73 a
(ISO-sea) D./FT~
NOiE; t2' /
T8 IUP Wm1N
CAP, = CORRUGATED ALUYVd1N PIPE (SEE PUNS)
FNAL GRADE
NO
M
FNAL GRADE . 8 Y
R
SXALL PROYID
E
E
S
W
S ENCWEER 10
- 1 4 ~ UCm
A
pp
R
p
~
,7y
)1
~
PR~ TO
ANY GILL NA IAl BEfNC PIACED
.
t EMEWENCY SPILLWAY D. • B4B,3 F6L Mh1ERiA1 AAm COMPACTION MILL ALm

T 0~' I A BE YONttORED EY 800.5 ENCMETA TO BE
PROVIDED BY OMVER
U - 2" 00.~kdE ~ ~ 4
~ 13 `HIXES WI ~
I FINAL GRADE
FpL
O E M
L AIEmAL
INV Dur • ase,oE
S'! WIDiH RIP-OAP LEVEL 9PAFMER
.----21' C.A,Pr---~_~
_.____ 24" GAP. W RANGE MTS AND GASKETS
_______ aA53 7 RIP-RAP
24" C.AP.

zN 3E2!
_____~ _________ 12'
~~TMC~M
~
B4ICATEO BAAR0. ro RI
ER KEYWAY
4' MIN. (SPE NOTE) ~,APPAO%IMAiE 1C FILTER fBIANNEi
IX6'iDlG GRADE
,
S
ErR,i1911:.e eWt~W) 73 CF CONCRETE PaMtFO IN
6.7 k BO' CUT-Cff COYAR ~.~
3 J GDP DAM • 818.5
-u ,r
ELEV • eats
2y ~ CU9$ I RIP-RAP
W/ i0.1EA FABRIC
SECTION -EMERGENCY SPILLWAY
Nar ro scuE
PERYANBRT POOL IETEI. (843.5)
~~
s43s _
~~O
CdGp RIP-RAP BKiIE
~' DG
O~(,~7 V
SECTION: RIP-RAP FOREBAY DETAIL
NDT ro scAlE
WATERSHED PROTECTION
1. RIE XaIE mMDB ASmGATla1 6 AE8Pa18U11E FOR NAMTAINING 1XE COMPLETED
PEAMANFM MET DEIENTW POND AS DLRECI® BY iXE OOVIXNNENTAL
OFFICE HAYMO JUB9DICiIa1 FOA WATERSHED PROTECTIIXA
2 1lIE PERMPNd7 WL7 OETENita1 POND SHALL HAZE FVLL DFSfON VCLUME
AVAILABLE PR17i 70 ANY 65UANCE a CBIMGTR Cf OOCUPANm fCR iNE
SITE anD/!pi PRIaR ro ANY Pur REWADAnoN roA Tlf 5(1E. Tils MAr
AEOVIRE VM CLEANWr AND DlsPmu a &DEENT FROM THE POND.
1 1HE CON1RAm0A SHALL 9L11EDUlE A PAECONSTRUCTION MEEfDIC W11X THE
Xh%I POINT WATERSN® ENOMEER WIEN 1hE PERMANENT NEi DEhNRON
PWD S11E Has AEEN CLEUIFD AND TIE Pam NAR BfFN FM1D S1AI(E0.
* F91AL APPROYN a MSTMAW AUNOFT CgMRCI SDNIC7URFS Wel. GE
REWIRED AT FNIALWTmN a TXE CRADMC PBAMIT W AT 15WANTE a TAE
FIHAI ButmnD WtTIFlCATE a omIPANCr (cWPLwNa), W1DClEAEn caeEs
U1ER EMCIf&,9WC C£RMGTI011 a CaWlElION 511A1L BE REWIRED
PRIOR i0 FMK APPROVAL 9Y THE EP6CRCDi11T OFFICER,
5. ALL COMMON P)&AS N%L AELIAM UNOISNRBED W71N THE EXCEPII011 a
aEARINO/CRU~MG IECESSARY FOp U1N1Y, STDmI ORAMAGE, AW YM1ER
GDAYIY CONTA0. STWCNAE CON57RUCiPoIL
0. iHF WVERNYENT OFFlCE NAWNG ,UAISMCTW FOR WATERSHED PR01EC1ION
AND THE44 ASSBDNS HAVE RIGHT Of ACCC55 TO iXE PERMANENT MEt OE1ENila1
PDNO(S) i0R BWECT%MS AIm MAINTENANCE ENFataMFNT,
/ ~y
/
/
/
/
/
//
TER /
.~~ 1 . .
f ~~ i/ /
.a°~~/'_
/
/ / i'
/ ~
i//~ i ~ /i
i~ ~.
a ~~ .'~
~y / ~ ///
/ ~
/ /,y~
hue / //~ r
•AS/ //
~ i;~ ~~
6 ~ ~~ ~OP~
/ OAR 1
~/ ~ //
1 /
~'' ~ Ae
~0~ /
i
eA~OUC
/ ~s+e
~~s2
\~t` m
\ ~ ~ \\\
\ \~/
1.,~- -
VR \
f Gs~,• ~ \\ \
~~\ ~f k
\ ~
t
WATERSHED CONTROL PLAN
LILLIEFIELD SUBDIVISION
POND#1
DEVELOPED BY
FAITH PROPERTIES OF THI4 CAROLINAS, LLC
CITY OF HIGH POINT
HIGH PO]NT TOWNSHIP -GUILFORD COUNTY
NORTH CAROLINA
AUGUST, 2005
JOB NUMBER 2004066
~ QEYELLt2E8i
,! " - _ ~ ~~ .. TH CAROLINAS, LLC~
G/a KEN LINDHOLM
t04t0-5000 PARK RD,
CHARLOTTE, NC 28210
i
i i
/ ' /'~
i yi~f
// /
/ i
_~~ i~
~~
i~
' ~ `
/ G ~ /
P- ~
/ _ ~~
/ / _ ~ /
- ,5'
' 28 __
I / / /~' -
I ~~>~1`/
~ /
/ ~ ':,J_ ,
n j ~~ ~ '
8~ ~ ' m' Parm~~ i / I = 1
p ACCESS _ - `
I// `p"I rv ~ / FASDAFNT I~
~dS ~ i___..---_
did d~~~ G ~ ~{.7 -~
t / v~ L / 1 ..
I /R ~ II
i /~ / 1
J / ~~
j I~ I ~ ~
I 1 \1
I /-- ^~
)
~ ~~ it ~' ~`,
'~ ~ ,,'/~ II (26 /
This w0iarehed Devel eni Plon (Oev.R ~dZ{0 J Is OpprOPed by the Woterahed
ReM mmiitas Y-~~~+-.
DirsOnning Ond 0awlapmmt ~-te ,QO~
m

I e I I m
et I I ma a
w I a n
H
Rana •
of fix
WAISRSHED DATA
POND OAAMACE AREA: 18.3 AG (8.80 AC. of-511FT
WATERSHED: OAK Md1AW LAKE
uassmcpna: nER a wcA
PflOPOSFD 9APERNOUS SUAFA~
STREETS, 91DFWAl1fS & POOL • 1.80 AC
BUMMDS k OWVE4YAY5 • 3,88 AC
Tmu - s.4s Ac
PflOP08®% 1MPERVIWS (ORARRAGE ARFA)• 28A%
DIStUABED At£A • 1271 AC
800. TfPE YhB2, WAG, Eric, MOC$ YhfZ, FnO, IrH
FnF EnB, MHB7. Ch
aSTANCE TO RWOWAY • 1707 t
YETXW OF PAOTECRW: MET OERNDfkI PGNB
DAM DESIGN DATA SUMMARY
BOTTOM ELEV. Ts34,D
TOP PERMANENT
SEDIMENT STORAGE 20NE 639,6
SEDIMENT STORA(ff REdO 8,757 C.F.
SEDMENT STORAGE PROVIDED 9,268 C.F.
NORMAL POOL ELEV. 843,5
NORMAL POOL DEPTH ~ 3.s'
TEMP. W.O. STORAGE ELEV. 845,6
SURFACE AREA REO'D ~ &697 SF,
SURFACE AREA PRVU ~ 8860 S,F.
TEMP. WA STORAGE REEI'0 - 21,410 0.F.
TEMP. W,Q STORAGE PRONGED • 25,278 C.F.
1D YEAR H.W,L - 64&08
100 YEAR H.W.L • 848.97
TOP OF RlSOR ~ 645.6
EMERGENCY SPILLWAY ELEV, a 848.3
TOP OF DAM • 850.3
ENGINEER'S CERTIFICATION OF RUNOFF CONTROL
I CDRIfY GHAT 1184 PLAN FAM. CONTRA. AUNOR M Ca1PJANCE MTH THE
CITY OP HIGH PAM SIOPoATIAIFA GUICELDFS 10R WA1ER WALM ANU RWD
CONIRCL, ANO 11UT iK RUNOFF CON1R0. MEASUgES SHOMI al iN15 PLAN MEET OR
E%CEW 1fE WD1F11AE3 a TE SUIE STORNWAIER Wm13MES FOR WATER WARTY
AND ROOD CalTR04 µ«'^+x
~W 114 ~Rp~"s
".+, 2
P.E. SEAL 1 9 ;i= ~~+,'~~~i';
sEAi
SIGNATUR SQ t E
~'~d ®~ b~~l R~~~r>
DATE w,,,a„«,n0
20' 0 20' 40'
SCALE: 1" = 20'
a PAEFABRICAIEO
T SECr10N (S' S'r3~ '
)89 LF. a 24" GAP. 0 ZO%

WET DETENTION POND TYPICAL SECTION
Nor TD SCALE

.-
i
~
__.--__
/
//
/ //~ RIP-RAyP_P~D'''~
~
/
~
/ L WGiH•12
~
~ WIDTH•6'
/
~
j DEPTH=18"~
'~ D50`6•
,
\ i ~
i/
7 ~ \
/ ~'
~ /~
/ ~ ~ //
% // ~
~ J~ ;P.IERMRt J
Y //
/ / ~ i/ URINB
/ / ~
/ / / - -
~ .

/I /
~' ////////1 /
~
l
l / /~jc~C/~
~._r
~
/
l
/ ,
_6
i
~
~ .
r,
% f y!~r~
~
/
/
i
r
~
~ j
I ~~///~~~
~ C~%/L
~ / / ~ 1
/ i i
/ / l ~

/ `l

~
/
^ \ \
~.,P
/~ \
1 ~
~ ~.
\,~ ~~
~ ~~
~~ ~T
~~ I ~•
.I ;~
,,,

64" TRASH
APPRO%iMATE ID 1P. Xw~aszs-- -
E%IfiTNG CRME NORMAL POOL S10RANCEa/
LpE•g66D, pp7ER ~,
.-_-_~ OU M9TORADE ~IfICPDPIAiI
~~~((( MPI•ENT SEO ____ -
8' SHEAR 6A1E
9EDNEN~ y~ORAOE gTfOM DRAIN
IIXJE WV.• 647
ROM Q =8450
SiRUC1URl
rOAD'ICE 1AASN fiDAAD $XAAI, BE S 8~45.Ep
8' DIA HARP AdRD DJ.P. I FOOT
W LFNGIX W11X WEN 7W AND
BOTRTM 'dELDm/CFDT'IERED ON
INVERT OF ROLE
16' TOP
C.AR. W FLANGE 15 AND GASHE75
-- `s ~+
KEYWAY
4' MIN. (6YE NOTE)
0.0' % b.0' CUT-OfF CDLL/R
Lf. OF 2A' CAP. a OATR
AUGUST, 2005
JOB NUMBER 2004068
i ~
' ~ 4II~J.4PE6;.
P~'Mi~/ FAITH PROPERTIES OF
TH CAROLINAS, U.C,
c o KEN LINDHOLM
i 10410-5006 PARK RD.
~ rJ CHARLOTTE, NC 28210
WATERSHED DATA
01' CAP. RNOR ~~~ ~ iNE i
TRASH I
N01
BOUYANCY CALCULAt1aJS
AISdi ~6 (y y
(SS)`"TL-'~ R .37.5 fF.°
BARRPL
~'•BA6 FT.5
FORCE W HPD • (80.0 PT. (824 IA/iiF)
wNCCaTE . sGw is 6Da h .o In
(160-824) N./}'75
1 1i _~
~'
SECTION -EMERGENCY SPILLWAY
Nm ro scab
.SECTION: RIP-RAP FOREBAY DETAIL
HoT ro scNe
weereeuen eeMe~.,~u
NOTE:
C.A.P. • CORRUGATED MLYUVUN PIPE
~TINAL WAGE
fC) - 1 5/4" XOLES W/ J
ORI ICE TRA6N CUARO li
0 0. • 6Ctl.4
u' eLTiaF a fix x
_~--24' CAP.'---
„-Fl.ANCED dOWt
WITH CASKM
BRIGTW BAAR0. W R19EA
ii1CXT CONNECiEON) 70 CF CONCRETE
L • 8A7A BASE ~ PPo
~WTIET SECTIC
t. ME NOME ONIERS A950CUDOIR IS RE$PWNBIE fat NAWTAWWO THE COMPtE1ED
PEAMANEXT MATT DEIENDOI PDND A9 DUtEC1ED BY THE COVERNI~ITAL
gFlCE NAVWO JJRTSDICfIWV PW WATERSHED PROIECDCN.
2. TAE PEAYNkNT WET DETENila7 POND 9XALL HAAE FIAA OESINi YgLME
AVAaA&F PRICK TO MY ISSUANCE W CD111RCA7R OF OCpIPANCY ION THE
817E AND/Db PINOR TO MY PU} RECORDAT1pV TOR THE BITE. TNRi MAY
REWITE THE CIEMWT AND DISPOSAL W SEDDGNT FROIA TirE POND.
3. 71E Ca11RACTOR SHALL SC~OU4E A PRECON6AW1CDai YEEiW6 NIX iME
HlCX POWs WAIEASXLT ENGWRR WHEN 7HE PEAIBMFNi NET OE7ENTRN
POND 311E XAS BEEN CIEARFD AND 7XE POND NAS BEOI FIELD STAKED.
4. FWAL APP~'ML W INSTALLED 0.1PifPF CgITROL SIRUCNAES YOLL eE
AEpINFD Ai TINWSADW ff DIE CAADWO PFRMR W A7 ISSAWCE OF iK
VIAL NIaDINO CEAT61CA1E OF ODOJpANOY ((Cg6".IMCEI, WHICHEIER COMES
LA1ER. ENGNEFAWC CERTBTCATlDN OF C04PlEDON SNNL BE REOUpED
PR10.R 70 NHAL APPROYAI BY DIE W'OACAIFNT OFFICER
1 All COMMON MEaS WILL REYNN UN0T51UPBLD N77X THE EXCEPDfN aF
CLEMWC/GAUNIINB NECESSNY FOR UTO.FlY, STORM DRAINAGE, AND WA16t
WAUtY CaN1A0. STRUCTURE CON51RUC7TM
a 7HE 60VFANMENT OFFICE XAWNO JUItISDICTIOM FW WA7NSiW PROIEOIICN
AFA 7XEIR ASS10N9 XAYE RialT W ACCESS TO THE PERMM'ENT NET DETENTIWI
POND(S) POA NSPECTIONS /uW NAlN1FNM[E ENraICFMENT.
fWAL 6RAOE NDIE;
APWPR~OYY S~BWA~OE AND KE~'(A'AY TTOO
ANY FILL MATEAW. BED1G RACE0. W
I Dk7GFNCY EPILlW0.Y 0.. = 865.7 FD1 MATERIAL MO ~1,IPACTICN WILL /ASO
EE MONITORED BY SOILS ENWNEER TO BE
PROVIOEp BY OWNER,
fWAL GRADE
faL
~MA1ERIµ
INV. out • a4aa
Bk RN-RAP PLUN6E POOL
dA" CAP. 8'3 LCNCTX OAb3 I RIP-RAP
~,APPRdXIMATE 10° iaTER BIANNET
EXISIWO GRADE
Thie W tenhetl Oewlo ent Plat (Oev./ ~YIO ) to approved by the WalerWlYed
Rev mmltt'ee.
Director of Pian ng and Oevelopmeet ~ -"~ '- po{6 ~ X005 _-
0.W D
ank Mm
el f
xo 0 y

PCND DAAINADE MEAL 16.0 AC
WAIERSXED: OA% NOLLIN! LA1cE
CLASSIFIGDONI TIER 4, WCA
PRW03ED -IPERNOUS 9JRFACE
STREETS k SIOEWAlK9 • 261 AC
BUBDWOS 8 DRIVEWAYS (MULTI{gABLYS• 5.51 AC
BULLOWOS k DRIVEWAY"i SWG1E-FANLL CB3 AC
TOTAL &00 AC
PROPOSED % WPERNW9 CIRAINA6E MEA) •56,1{
D79N~ED AREA = 18.03 AC
SOIL TYPE MhBO, Wldl, EnC, MICA MhC2, EnO, Ir8
EnC, ERe, Apie9, cA
DISTANCE TO tt00DWAY • 1700' 3
MEMW ~ PROTEC770NI WEi ~IENDON POND
DAM DESIGN DATA SUMMARY
BOTTDM ELEV, 843.0
TOP PERMANENT
SEDIMENT STORAGE ZONE = 8470
SEDIMENT STORAt~ REQ'0 = 7487 Cf,
SEDIMENT STORAGE PROVIDED = 21888 C.F.
NORMAL PODL ELEY. _ 850.4
NORMAL POOL DEPTH 3.4'
TEMP. W.O. STORAGE O.EV. • 852J
SURFACE AREA REO'D = 14573 SF.
SURFACE AREA PRNO = 18783 S.F.
TEMP, W.O. STORAGE REOb • 32012 OF,
TEMP. WA STORAGE PROVDED = 38288 DF.
10 YEAR H.W,L, = 85Jd
100 YEAR H,W.L. = 854.3
TOP OF RISOR = 8523
EMERGENCY SPB.LWAY El£V. 853.7
TOP OF DAM - 855.7
ENGINEER'S CERRfiCA1TON OF RUNOFF CONTROL
l CIXDFY THAT iXCf PEAF WRL OSV1AOl RUNOFF IH LDLFiUFTC4 WITH THE
CITE W HN71 POWT STORMWATFR WIDEUIF9 PDA WA1ER P1AL11Y MD ttOOD
AND°~iiD o NEC a DE sAMECq~sraMdwAiEn~w~mc~WES°NV~Iw'A~ auum
opt,Wr,^~RO( aC
P,E. SEAL i~~/pP~~y~;
t SEAL
SIGNATUR ~ '
i~ r
DATE ~•EL"~l' "'+~w~ew'+•"~
20' 0 20' 40'
SCALE: 1" = 20'
WATERSHED CONTROL PLAN
LILLIEFIELD SUBDIVISION
POND~2
DEVELOPED BY
FAITH PROPERTIES OF THE CAROLINAS, LLC
CITY OF H]GH POINT
HIGH POINT TOWNSHIP -GUILFORD COUNTY
NORTH CAROLINA

54" TRASH
10 YA.
/ ~5'i~ORAQNELSmMBS-_~---
e' EEAH acre
sSDIME~lT SiaRAa eoiia DRAW
IN1E INV. E1E
ROVE - BtJA
•OAIFIfE iMSN pIARD SW,U. BE M11
e' mA xAU NawD C,A.P, t roor
w LB+on+ wrw oPEN 70P ADD
BOTTOM NELDEO/CENTEAED W
INVbti ~ NCLE
uouwuM eANs
aASE ~~~ % ea atr-oFT cauR
unEr sECnaR te'vss~,s>
95R 4F, OF 4Y C.AP. 0 0.601E
WET pETENTION POND TYPICAL SECTION
rar To acAlE
\\\~~~ _ _ ...- - ."- _ ~ \~ ~'~ ~ ~~~~c----ate ' \ \ \ \ \ - _--- -
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1. iXE XQAE OWNERS pS90CUTIpN IS AESPpVSIBLE FCR MAINA1NwD Tiff COIPLEIET
PDWANENT WE7 DERNttON POND Af DRECIEO BY 1HE WMiH41F71TA1
OFFICE NAWND JLTCSDICTION FOR wATEASHED PAOIECTION,
2 Tiff PFRYANENT BET Cfl01TDrI POND 9HW, HAVE NLL DESIGN WLIWE
AYAAABLE PAICA 10 ANY EPIANCE Oi GRTIFN'AR5 aF OCCUPANCY FOR THE
SDE AND/OR HOOR TO ANY 11AT AFILI+DAi[OX FCR 1HE 517E iHw WY
S. C0.YRFCTOR SNOALL µ901EaRE AA PAECON37WJCTp11 MEETMC MM 7HE
HIGH POwT WAlER51ED ENGINEER WHEN Tff PDRMANENT BET DEIENIION
Pplp 917E NAS 8EQ1 CtF.AffO Ma TIE POND XAS BEEN fIUD STA%fA.
N FINAL AAPRpfA1 q wSTAIIED RUNOFF CON1Aa 51RUONAF9 WILL BE
REWRED Ai iwAIWTON a THE CRADNB PERMIT OA AT Bw`411NICE OF THE
U~IER,WEN090EP1twO CffBRWI~11p1 OFOF WMPEE~O! SNN~,L B~EIREW~IRED
HOER 10 FNAL APPRWAL Wt TIE ENFORC4MElii OFFICBC
S. ALL CpMCN AREAS Will REMAw UN014TATBEO WIiX TR; EIaP710N fF
pLWNC/GWRB010 NECESSARY FOA UIFLITY, STORM OAANAGE, ANO WATER
WAIFtt C TI01. STRUCNAE CpISTiUCTION.
e. THE OOVFANAENT OFFICE HAVBIO IJAISOICIpN FOR WAIEAAEO PROTECTION
ANp TER ASSIGNS XA1E RWiTIi OF ACCE56 iD ME PFAYANENT W!T OCiFNitOX
POND(S) F'OR wSPECTIWA ANO MAw7ENANCE FNFORCEMDJi.
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Recta of Planning and Development Date

99
WATERSHED CONTROL PLAN
LILLIEFIELD SUBDIVISION
POND#3
DEVELOPED HY
FATfH PROPERTIES ~F THE CAROLiNA9, LLC
CITY OF HIGH POINT
HIGH POINT TOWNSHIP -GUILFORD COUNTY
NORTH CAROLINA
AUGUST, 2005
JOB NUMBER 2004068
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DEVELOPER;
FAITH PROPERTIES OF
TH CAROLINAS, LLC.
c o KEN L[NDHOLM
10410-500G PARK R0.
CHARLOTTE, NC 26210
WATERSHED DATA
POND pRAMACE AREA; 14.E AO
WAiFR9E0: OAN Ng1AW LAKE
CIA>p1F1CAiWtk lER 4, WCA
PROPOSED UEfAVIWS SURFACE
SIREE7S 6: 6IOENYMNS • 2,10 AC
BUILDINGS k DPoVEWAYS •3.65 AC
TO1AL + 3.75 AC
PROfosm z uN>EmTWS • 3Eaz
01S1UABE0 AREA • 13.33 AC
DISTANCE 70 FLOWWAY = 1700' 3
MEMOP OF' PROIECipII: MET OEIENTION DCAT
SpL T1PE; MhB2, MHO, EnC, MAC2, MAC1 EnO, IrB
Ernes EnB, MNB2, Ch
DAM DES]GN DATA SUMMARY
BOTNM ELEV, 843.0
TOP PERMANENT
SEDIMENT STORAGE ZONE = 848.5
SEDIMENT STORAGE REQTi • 6718 C.F.
SEDIMENT STORAGE PROVIDED = 33557 C.F.
NORMAL POOL 0.EV. 849.5
NORMAL POOL DEPTH 3.0'
TEMP. W.Q. STORAGE ELEV. 852.3
SURFACE AREA REO'0 • 10865 3P
SURFACE AREA PRVD 56242 SF.
TEMP. W,Q. STORAGE REQb = 214M C,F.
TEMP. W,0. STORAGE PROVIDED • 30540 C,F.
10 YEAR H.W.L 851.4
100 YEAR H.W.L. = 859.5
TOP OF RISOR • 850.5
EMERGENCY SPILLWAY ELEK • 857.5
TOP 4F DAM 553.5
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ENG@EER'S CERTIFICATION OF Rlk10F'F CONiR01.
1 CERNFY iXAT THIS PUW 8711 WNRa AUIOW R CaPUANCE MT{ THE
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Piedmont Crossing summary stormwater build out list (from project engineer):
Pond # 1 (behind lots 27, 28 is already installed with a few punch list items to be
added. A bond is in place for the completion of the items. Pond has not been
certified until items have been completed.
Pond#2 (behind lots 103-107 and multifamily) has been constructed and is currently
being used as a temporary sediment trap until site has been stabilized.
Pond #3 (behind lots 94-102) has been constructed and is currently being used as a
temporary sediment trap until site has been stabilized.
Bio-Retention area (behind lot 34-35): a temporary sediment trap is currently in place
for construction activities. Once house construction has been complete, Bio-retention
area will be installed. A bond is currently in place for the construction of Bio-
Retention area.
Bio-Retention area (next to lot 48): a temporary sediment trap is currently in place
for construction activities. Once house construction has been complete, Bio-retention
area will be installed. Construction activities are still taking place in this area.
The stormwater plan for the single family portion that has been designed has been
submitted and approved by the state. The approval includes the above ponds/bio-
retention cells.
Pond 4 (multi-family section) has not been constructed yet. Some construction
activities have taken place in the vicinity of this pond. Approved erosion control plan
with temporary sediment traps, silt fence, and other erosion control measures are in
place for activities. These plans are in the processes of being submitted to the City of
High Point for review & approval. It is my understanding with the state that the City
of High Point is working with DWQ such that once the watershed/stormwater plan is
approved by the City of High Point that the project does not have to go through a
stormwater review by the state. (Sue Homewood, NCDWQ-WSRO)
We are working on getting the multifamily plans for review and approval. This
includes the watershed/stormwater plan; the single family has been approved, and the
state has approved the stormwater plan.