20031097 Ver 1_COMPLETE FILE_20030902

?oF W ArFgQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G7 North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
--1
fl Y Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 17, 2003
Guilford County
DWQ Project #: 03-1097
APPROVAL of 401 Water Quality Certification Randleman Buffer Rules
. and Authorization Certificate
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
Subject Property: Mendenhall Mill Subdivision
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact 0.23 acres of wetlands, 117 feet of
perennial stream and 0.278 acres of buffers for the purpose of residential subdivision construction as you
described in your application dated August 29, 2003 and receipt of additional information on October 13, 2003.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 39, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This approval is also
valid for the Randleman River buffer rules (15A NCAC 2B .0250). This certification allows you to use
Nationwide Permit Number 3402 when the Corps of Engineers issues it. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 21-1.0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.

s`d?llEtti?
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.uslncwetlands
Page 2
PM Development, LLC
October 17, 2003
Deed Notifications
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters
and protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample deed notification can
be downloaded from the 401/Wetlands Unit web site at httQ//h2o.enr.state.nc.us/ncwetlands.
Randleman Lake Buffers
3. The proposed project must comply with the City of High Point local water supply ordinance approved
by the N.C. Environmental Management Commission (EMC) as required under the Randleman Lake
Water Supply Watershed: Protection and Maintenance of Riparian Areas (Randleman Buffer Rule) 15A
NCAC 02B .0250.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. ',To ask for a hearing, send a written petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786 or Daryl Lamb at our Winston-Salem
Regional Office at 336-771-4600.
JRD/bs
Attachments
Direct r
cc: Corps of Engineers Raleigh Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Westcott Engineering, 4315 Mendenhall Oaks Parkway, Suite 140, High Point, NC 27265
Sincerely,
\o?aF W A TF9QG
>_
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 23, 2003
Guilford County
DWQ Project #: 03-1097
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
Subject Property: Mendenhall Mill Subdivision
To Whom It May Concern:
I"l
You have our approval, in accordance with the attached conditions, to impa 0.2 cres of wetlands
and 117 feet of perennial stream for the purpose of residential subdivisi ction as you
described in your application dated August 29, 2003. After reviewing yo pplicat' n, we have
decided that this fill is covered by General Water Quality Certification in er 18, hich may be
viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certi cation ows you to use
Nationwide Permit Number 3402 when the Corps of Engineers issues it. In a ition, you should get
any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division,of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
At
dot
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
t Page , 2
Deed Notifications

2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland, water
and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands,
waters and/or buffers approved for impact under this Certification Approval and Authorization
Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web
site at http://h2o.enr.state.nc.us/ncwetlands.
Randleman Lake Buffers
3. The proposed project must comply with the City of High Point local water supply ordinance
approved by the N.C. Environmental Management Commission (EMC) as required under the
Randleman Lake Water Supply Watershed: Protection and Maintenance of Riparian Areas
(Randleman Buffer Rule) 15A NCAC 02B .0250.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Daryl Lamb at our
Winston-Salem Regional Office at 336-771-4600.
Sincerely,
Alan W. Klimek, P.E., Director
JRD/bs
Attachments
cc: Corps of Engineers Raleigh Field Office
Mooresville DWQ Regional Office
File copy
Central Files

WQC #3402
This General Certification Is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 26.0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to Interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39,41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 213.0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued .on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002.. This WQC. Is rescinded when the Corps of Engineers re-authorizes
:Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the :Director of DWQ..
The State of North Carolina certifies that the specified category. of. activity will not violate
applicable, portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream Impacts shall be enumerated on the entire project for all Impacts
regardless of which 404 Nationwide Permits are•used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to.
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit Is used anywhere in a project unless the entire structure .
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is. not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward.the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation. requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.

r. '
WQC #3402
Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by.the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered. waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water.
Quality, and/or
Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
•. Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
_.....or.NaUonaLWIId and-Scenic Rivecand wetlands classffied.as SWL and/or.UWL as - --
- y well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ Is required for all- applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ-at the same time that the PCN form is sent to the,
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification 'of any amount of wetlands classified In
accordance with .15A NCAC 213 .0101(9)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality,
2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules (Buffer Rules) in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the.Neuse and Tar-Pamlico River Basins shall be limited to "uses" Identified within .
and constructed in accordance with 15A NCAC 213 .0200. All new development shall be
located, designed, constructed, and'maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such-impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
28.0214 (WS-III) and 213.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NO Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development

I
WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, blo-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as partof the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters; post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Divislon of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to.
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified In this coridition. This-condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification.occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit). shall be..
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity:
• . No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
C•
r?
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a

WQC. #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
'allowable with mitigation' within the 'Table of Uses' section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, Wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required In those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the Impacts approved by the Certification occur, unless otherwise specified
In the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be Implemented before the road Is opened to the
travelling public. Please note that if a stream relocation is conducted as.a stream
restoration as defined'in T?e7nfernal reclinical-Guide fnr Stream tNork 3n NortiiCarolina ; ' r
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be . •
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles_as the existing channel (or.-a.
stable reference reach If the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry andwater shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should Include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase Incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical Integrity of the
stream, but the applicant must provide written justification and any calculations used to.
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that If a stream relocation is conducted as a stream restoration as defined in The Intemal
Technical Guide for Stream Work in North Carolina, April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams; and wetlands must be
placed below the elevation of the streambed to allow-low flow passage of water and.
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so In writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated fioodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural .
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and.Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) In the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed In wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site-specific conditions May be added to projects proposed under this
Certification -in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming Into contact
with waters of the state until the concrete has hardened; .
if an` envir"onmen?taf doc"umenl Is required; thi§ 'CerfiMafion is not valid°uiitTiE Findirig of"
No Significant Impact (FONSI) or Record of Decision (ROD) Is Issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned_ by the applicant must be
buildable without additional fill beyond -that explicitly allowed under other General '
Certifications. The applicant is required to provide evidence that the lots are buildablb
without requiring additional impacts to wetlands; waters or buffers if required to do sorin
writing by DWQ. For road construction purposes, this Certification shall only be utilized
.from natural high ground to natural high ground; i
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of Issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.no.us/ncwetlands . DWQ shall be sent copies of all'deed restrictions `.
applied to these lots;
17. When written concurrence Is required, the applicant is required to use the*most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.

WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result In criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project Is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date:- March 2003
DIVISION OF WATER QUALITY
By.
Alan W. Klimek, P.E.
Director
WQC.# 3402
Certificate of Completion
DWQ Project No.:
Applicant:
County:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Registration No.: Date:
FROM WESTCOTT ENGINEERING & CONSULT FAX NO. : 336 812 8075 Oct. 13 2003 01:16PM P1i3
estcott
gexi*pc
To, y t 1? Ftom:
C
F= -7 Ci3 Pages:
Phan= Date' 1
Re: UV(? CC:
0 Urgent 0 For Review O Please C*nmlent 0 Please Reply 0 please Recycle
• Comments:
+I:+ :?4rndcnh;tli t7;i{.c Parkw:? Slli[6. 140. High Poittt. NC 2?265 1 Phone: [phone]?46 - Fax; (!3m SQ-Ko ,
1
FROM WESTCOTT ENGINEERING & CONSULT FAX NO. : 336 812 8075

Lclonsulting, Eng?eenng
pC
VIA FACSIMME & MAIL
October 13, 2003
NCDENR -DWQ
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: DWQ# 03-1097 (Mendenhall Mill Subdivision)
Dear Sus:
Oct. 13 2003 01:16PM P2/3_
y;-
In response to your September 24, 2003 letter, a copy of which is attached, the USACE
will authorize Nation Wide Permit #39 for the above referenced project. Your prompt
attention to the review of this 401 permit application would be greatly appreciated.
If you should have any questions, please feel free to call me at [phone].
Designing to Meet Your Needs,
WESTCOT'r ENGINEERING & CONSULTING, PC
Michael B. Westcott, ?_.
President
Enclosure
4135 Mendenliall Oaks Parkway Suite 140, Riigh Point, NC 27265 0 Phone [phone] • Pax: [phone]
FROM : WESTCOTT ENGINEERING & CONSULT FAX NO. 336 812 8075
OF
p
? Y
Oct. 13 2003 01:17PM P3i3
Mici6)tl P. Ea,lcy, Govcrnor
William G. Ross Jr., Secrutary
North Carolinu Department of Environment and Natural Rtsovrcns
Alan Klimek, Y.E., Dirccnyr
Division of water Quaiity
Coleen N. Sullins, Deputy Dirccror
Divisiun of WaterQuaiity
September 24, 2003
DWQ # 03-1097
CERTIFIED MAIL - RETURN RECEIPT REQUESTER Guilford County
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
Subject Property: Mendenhall MW Subdivision
To Whom It May Concern:
On September 2, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of residential subdivision construction in Guilford
County. On September 16, 2003, DWQ received a response to a September 9, 2003 additional information
request. This response failed to satisfactorily address item #1 listed below. Approval from DWQ is required to
disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply, so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please indicate which 404 Permit the USACE would authorize to use for this project. (Note; NW 18
is not an appropriate Nationwide Permit, given the amount of impacts that are proposed for the
subdivision.)
Please telephone Danny Smith at 919-733-9716 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with I SA NCAC 2H
.0505(,). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at (91.9) 733-6893 within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn,
Sincerely,

John R. Dorney
401 Water Quality Certification Program
JRDlbs
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Westcott Engineering, 4135 Mendenhall Oaks Parkway, Suite 140, High Point, NC 27265
AS-1 4
?IGDENR
N. C_ Division of Water Quality, 401 weUoAdS Certification Unit.
1650 Mail Service Center, Raleigh, NC 27699.1650 (Mailing Add=s)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Lncation)
[phone] (phone), 919-733-6593 (fax), (htte•/lh2o enr ,tote nc.u,lnewetlands)
Customer Service #: 1-877-623-6748
W A rL- Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
> r
1 Alan Klimek, P.E., Director
Division of Water Quality
y -, Coleen H. Sullins, Deputy Director
Division of Water Quality
September 24, 2003
DWQ # 03-1097
Guilford County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
Subject Property: Mendenhall Mill Subdivision
To Whom It May Concern:
On September 2, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of residential subdivision construction in Guilford
County. On September 16, 2003, DWQ received a response to a September 9, 2003 additional information
request. This response failed to satisfactorily address item #1 listed below. Approval from DWQ is required to
disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply, so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
Please indicate which 404 Permit the USACE would authorize to use for this project. (Note: NW 18
is not an appropriate Nationwide Permit, given the amount of impacts that are proposed for the
subdivision.)
Please telephone Danny Smith at 919-733-9716 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
Sincerely,

John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Westcott Engineering, 4135 Mendenhall Oaks Parkway, Suite 140, High Point, NC 27265
NCD 4R
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) \\
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlandsl
Customer Service #: 1-877-623-6748
{
sstcott
&=PC
Date: September 15, 2003
'VfLfD81 1 C-Up
'?m
J
EP 1 s 2003
QU C
To: NCDWQ - 401 Unit From: Michael B. Westcott, PE
1650 Mail Service Center Westcott Engineering & Consulting, PC
Raleigh, NC 27699-1650 Suite 140
4135 Mendenhall Oaks Parkway
High Point, NC 27265
We are sending you ® attached E] under separate cover the following items:
? Shop Drawings ? Estimate ? Disk
? Prints ? Specifications ® Other
? Contracts ? Copy of Letter
# COPIES DRAWING NO DESCRIPTION DISPOSITION
1 Mendenhall Mill Subdivision For Your Use
(DWQ#03-1097) Review fee
check of $200
REMARKS:
In response to your September 9, 2003 letter addressed to PM Development LLC
regarding Mendenhall Mill Subdivision (DWQ#03-1097), enclosed is a check for
$200.00. In response to your second item in the same letter, we would expect the
USACE to authorize the use of Nationwide Permit 18 for use on this project.
Please feel free to contact me with any additional questions. Your prompt attention to
this permit application is greatly appreciated.
cc: File
4135 Mendenhall Oaks Parkway Suite 140, High Point, NC 27265 - Phone: [phone] Fax: [phone]
\eo? W A rkRQG
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 9, 2003
DWQ # 03-1097
Guilford County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
Subject Property: Mendenhall Mill Subdivision
To Whom It May Concern:
On September 2, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of residential subdivision construction in Guilford
County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please provide $200.00 for impacts less than 150 feet of stream and less than 1 acre. This fee must be
received before your application can be reviewed.
2. Please indicate which 404 Permit the USACE would authorize to use for this project.
Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
late o;ey
r Quality Certific ion Program
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Westcott Engineering, 4135 Mendenhall Oaks Parkway, Suite 140, High Point, NC 27265
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hn://h2o.enr.state.nc.us/ncwetlandsl
Customer Service #: 1-877-623-6748
AV
KDEUR
b
Office Use Only: u-, r S 1 Form Version May 2002
USACE Action ID No. DWQ No. a i n n
(If any particular item is not applicable to this project, please enter "Not Applicable" or'VA'".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
P rx.
II. Applicant Information ' ' -- r
1. Owner/Applicant Information
Name: PM Development LL(

Mailing Address: PO Box 5323 I ff.
Winston-Salem NC 27113
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Michael B. Westcott. PE
Company Affiliation:Westcott Engineering & Consulting, PC
Mailing Address: 4135 Mendenhall Oaks Parkway Suite 140
High Point, NC 27265
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mwestcott(c?,northstate.net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Mendenhall Mill Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 180000 780000100090
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Mendenhall Mill
Directions to site (include road numbers, landmarks, etc.): From the intersection of Hwy. 68
and Penny Road, go South on Penny Road 1.9 miles. The site will be on your right. This is
the location of the entrance as shown on the plans.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 52.66 ac
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to High Point
Lake
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn: `ih?o.:?r.stat?.nr.i:.'adminimap'.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The land is currently vacant and mostly forest. At one time
the land was occoied as there is an abandoned building and rock dam on site. The rock dam
has long ago failed and the building has caved in.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The parts
of the projects that impact the streams are a roadway crossing and a sewer crossing. We
placed the roadway crossing at the failed rock dam to minimize impacts and the sewer line
crossing was placed at a location determined by the City of High Point.
11. Explain the purpose of the proposed work: The purpose of the work is the development of a
residential subdivision.
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.
The City of High Point has already reviewed the plans with respect to stream crossing locations
and buffer requirements.
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.
None.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proposed impacts are a
result of a road crossing and from a sewer crossing. The road crossing is at an existing
impact location in the form of an old failed dam, and the sewer crossing is located at the bottom
of the site.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
I Culvert & rip-rap 0.20 No 0 Forested Wetland
2 Utility crossing 0.03 No 0 Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httP:-: «ww. fema.aok.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3 ac
Total area of wetland impact proposed: 0.23 ac
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
( leases eci )
1 Culvert & rip-rap 97 Unnamed tributary to 13 Perennial
2 Utility crossing 20 City Lake 7 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
«NN%\.usas.2ov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwu.top070ne.c01n,
www.mapqueSt.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1171f
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The roadway crossing was placed at the location of an old rock dam. This area is already
impacted by the old dam. The sewer crossing could not be avoided and the placement was
dictated by the City of High Point.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NC WRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htto: //h2o.enr.state.nc.us/ncwctlands/strm<,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:/%h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 7,218 3 -
2 4,892 1.5 -
Total 12,111 -
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
No mitigation is required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The existing ISA is 0 ac. The proposed ISA is 11.13 ac. The stormwater controls vary ranging
from natural infiltration to bioretention cells to a dry pond all have been reviewed and approved
by the City of High Point.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The sewage is ultimately treated by Eastside WWTP.
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. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
fA
I
W
-estco'tt
Engineering
onsulting, PC
Date: August 29, 2003

To: NCDNER - DWQ From: Michael B. Westcott, PE
401 /Wetlands Unit Westcott Engineering & Consulting, PC
1650 Mail Service Center Suite 140
Raleigh, NC 27699-1650 4135 Mendenhall Oaks Parkway
High Point, NC 27265
We are sending you ® attached ? under separate cover the following items:
? Shop Drawings
® Prints
? Contracts
? Estimate ? Disk
? Specifications Other
? Copy of Letter
# COPIES DRAWING NO' DESCRIPTION DISPOSITION
7 401/404 Permit Application for For Review &
Mendenhall Mill Subdivision Approval
7
Approved Mendenhall Mill
Subdivision Plane
0310 Y
For Your Use
J
REMARKS:
cc: File
ti-, I
5e VI f

4135 Mendenhall Oaks Parkway Suite 140, High Point, NC 27265 • Phone: [phone] • Fax: [phone]
i
DWQ#
Plan Detail Incomplete
Date
r
Who Reviewed:
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided

? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
ed. Please
V provide s2nn ° This*d&ieful fee must be received before your application can be reviewed.
<lnlr i r? p a ??s P55-
.?1,?a ,,? 1 S-p ' o sir ems. ?+-? ccn? t r
? Please complete Section(s) on the application. e S$ ¢ c ?e _
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
V1__ Please indicate which 404 Permit the USACE would use to authorize this project.
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the maiipiece,
or on the front if space permits.
. Article Addressed to:
PM Development, LLC
Post Office Box 5323
Winston-Salem, NC 27113
DWQ# 03-1098 - Guilford
? Express Mail
1A Return Receipt for Merchandis
? C.O.D.
4. Restricted Delivery? (Extra Fee) ? -yes -
Article Number 7002 2410 0003 0275 2458
(transfer from service ia?
Agent
? Addresse
C. Dade of Deliver
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
CCertified Mail
? Registered
? Insured Mail
IS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1 5,
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

. ,
a'`` 4" N
~ ~ axas a~w~~,
N N
'0 ` • e ~ ~ ~ e.~
i ~ - - ~1 ti ~ ! 1 ~ ~ , ~ r. i ~ ~ = r ~ - .-ay ~E w f , 8 / 1y' -
- 1 1~ _ - - I , ~ -DIE n~ CaE ~V kP'}"'•`'. J I ~ \
i ~ - ~ 1 1~ , ? ~ ~ 1 ` f y'Y FO
LOT 58 ' ~ ~ ~ ~ i - SS-3 _ - - '12128.41 sq. ft 1 ~1 i - r
- - - - i _ _ ~ 0.28 Acres ~ S 1 ~ ~ ~ , ~ / ` i rAUCIE l¢~ • F _ _
_ _ - _ _ t LOT 65 ~ _ _ ~ ~r
4067.61 s ft ` ' q ~ 1 ~ 1 - - - " 1 0.32 Acres - , - ~ ~ 1 ~
_ 1, - , i, / - ~
i ~ :SITE LOT 70
~ ~ - 1 i ~ i LOT 51 ~ ~ ~ ; 12"106.01 s q. f t ' ~
~ ~ ~ 12118.98 s ft ~ - - ~ ~ ~ q 1 N ~ ~.28 Acres (.r~ ~
~ 0.28 Acres - ~ O 1 ~ _
l ~ ~ ~ . I~Lry'~ P 1~ ~ / r
- LOT 59 ~ ~ ' - 1 445.11 f t ~ ~ •1 ' ~ ~ ~ - ~ _ _ f, ~ - - - _ - r
i o ~ 2 s4 ~ LOT 64 ~ ! ~ ~ 0.29 Acres _ - - ~ 12499.09 s ft ~ ' ~ ~ ~ ~ ~ ~ ~ g~ . 1 /
i - - ~ q ~ _ 0.29 Acres ~ 4 ~ a ~ _ _ _ , ~ , - - 1-t~ ' t t - i
~ _ ~ I / ~ ~ ~ ti ~ ~ y y ~ ~ i 2!~;~ ~ 1 ~ ~ ~ ~I
z " ~ I r - ~ ~ _ _ ~ 2 7 ~1 i 1
~ / ~ - - t W hEY MAP V1C(NITY M AP
1 / 1 ~ S 7P - - CSC C ! - _ SCALE:I"=11NNIt
3 LOT 50 = ti G j 12493.20 sq. ft I -20 ~ ~ ~ -n -t1 'r1 ~ 'fl ~ ',LOT 71
~ i 0.29 Acres "n ~ , ~ 4 .1 f REV DATE DESCRIPTION '~l ~ 12 3 0 5 sq t
`;1 't1 I 1 ' ~ 0.~8 Acres ~ ~
~ ~ ~ 1 ti ,
_ ~ ~ ~ } - - ~ LOT 60 / ~ ~ ~ 1 1 r , ` Y
- _ 15791.06 s ft ~ . _ - - , _ - _ Q, 36 Acres i i i
~ ~ _ _ '
i ~ ~ - _ , , SS-2 ~ ,
i i i NOTES:
LOT 49 ~ ~F LOt 63 N .ZONING: CUR -1 - f~ S 2 (02 31)
~ I ~ F 28365.00 s ft ~ ' 12368.18 sq. ft I q J` = r ~ .CURRENT LAND USE: VACANT
~ 0.28 Acres _ _ - ti 0.65 Ac es F ,t, ~ , ~ Q 2 Q , .TAX MAP: 78-1-90, 249-2-1fi
~j. ~ i ~ PROP05ED .PLAT REFERENCE; PB 27 PG 9
~ ~ ~i s~ 4 i + ~ Q ~ f, i, 1 ~ ; , , ~ ~J BID-RETENTION . TOTAL AREA: 52.661 AC.
'P ~o ~5 t J AREA
LOT 62 ~ S ,y~ qJ ~ ~ LGT 61 14116.44 s ft sA 1 .a ' EX. IMPERVI RF OUS SU ACE AREA: O.Ot AC.
~ ~ 19911.47 s ft q ~ q 0.32 Acres ~ . . EX. PERCENT IMPERVIOUS SURFACE AREA: O.OX `
0.46 Acres 0 ~n ~n LOT 48 ~ A 1 ~ 1 ! . EX. PERVIOUS SURFACE AREA: 52.661 AC.
S N , _ _ b , 13545.53 sq. ft ~ ~ ~ ' . EX. PERCENT PERVIOUS SURFACE AREA: 100.07
~ 0.31 Acres ~ _ - - - ~ 1 ` . . ~ N - - ~ ~ 0. NEW IMPERVIOUS SURFACE AREA; 11.131 AC.
F ~ ~ ~ N - 1. NEW PERCENT IMPERVIOUS SURFACE AREA: 21.14X
. ~ - _ 2. PERVIOUS SURFACE AREA: 41.S3t AC.
3. PERCENT PERVIO S RFA A: COMMON U SU CE ARE 7$.86X
~ ~ ~ ~ i ~ 70 x2O UTILITY ,
3 e3 - ~ ST i a SE STREAM CROSSINGt - AREA 4. SOIL: CcB, McCz, MaE, CeBz, McBz, CaCz, MaC T T _ _AN ~EWEA ESM {SEE DE ,~1L SHEE ~ _ _ 20 s _ _ _ _ 5. DISTURBED AREA: 39.08E AC.
- 6. PERCENT DISTURBED AREA: 74.21X
~ - - ,S~ ~ SS 10 ~SSP-
'0 _ _ _ - - - - - - - - -i-- ~ S$P-27 - 7. UNDISTURBED AREA: 13.581 AC.
o -----SS-27 ~ ~ 8. PERCENT UNDISTURBED AREA: .7 5 9X a
a.-~'r~~ - 9. TOTAL LINEAR FEET OF STREET: 6,004.71
_ S ~ r~~ ~ 1 _ . AVERAGE SLOPE: 4.82X Approved by the Technical Review Committee for 2 years, subject to
_ -~°a' _ _ _ pt -i- ~ ~ ~ i approval of a separate land-disturbing permit and/or r:rosion conhd plan, 1. TOTAL NUMBER OF LOTS: 101 LOTS
I i ! ~ i i I ~ l~_ -.I , N, and may be extended in ocvadonce rith the provision of section 2. WATERSHED: CITY LAKE WCA TARS 2, 3 ~C 4
9- e) of the H' aht Devdapment Ordinance. 0, DISTANCE TO NEAREST FLOODWAY AS
DEFINED BY FEMA: 463 FT.
D 1. ALL PROPERTY INFOi6tIA11014 T FR AKEN OM
Director of Pkrmin arM Devel eat Dote SCALE: 1"=40' HORIZ. MAR Y y aP+n B , ktORNER-t~.QQR, ~ ASSOC.
i"=4' VERT. J06 N0.
2. THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS SCALED
, I ~ ~ I , . ~ i ~ ~ _ - - , - ~ - ~ _ . --t-= _ _ ~ ~ ~ ~ ~ - - - _ i - - • ~ _ , ~ _ _ 1- i - = - _ _ _ - _ ~ - - _ ~ _ ' - = - r ~ FROM FIRM COMMUNITY PANEL MO. 3aDi 13 _ ,
- - - , { l _ i - - - 1 f - , _ i _ _ - - - _4_- - - - _ ; _ I t i I _ i , _ - _ - _ OOO6B ANO 37fl11300058, GATED 61AY 18, 1998. _ _ - - - -
_ . G ~ i - - - + - , r i { ~ j - ~ - - - _ t t_ ~ i _ - - _ _ _ - - _ - - ~ - 1- - _ ._I _ _ - - - - - - - - - - - t- - _ - ~ -t- -
_ _ _ _ _ t I ~ --1_. y -i-_. _ 1- - i ' ~ - ~ - - - _ - - A - - - - _ _ _ _ _ _ h - - ~ _1 I ~ _ -
- - , - - 1 ! - - - - - cep ~ - - - - - - f ~ , ! ~ 1 - - - - - - - - - - - - . C r - - _ i _ _ _ _ i _ _ _ _ _ _
- , - tt - - - - - - - - - - - 1- - - : i - - - - I ~ ~ - - - _ t _ - 1 - - ! - i - ~ - _ ; -r - - _ - _ _ - _ _ _ - , - - - _ t _ _ - - ~ _ - -
. ~ - - - - _ _ _ - _ - - _ _ ' - - - t _ _ o _ _ _ - _ _ _ - _ _ I _ . - - - ~
_v _ ~ _ r- ~ ~ f - _ _ _ _ _ 1 - - i - i - -
~ _ - I E + -t - _ ~ ~ T ! ~ _1 ~ - I _ _ , . r ~ ~ ~ - - ~ - - - 1. ~ - - r i - - - - + _ _ - - - -
1 _ ~f l - - - t_' I I ~ { - _ - - 1_ - - - - - - - _ I - - y
_ i l - - ~ - - ~ t _ _ - - _ _ _ .
- _ _ _ ~
- - ~ - - ~ _ 820 ~ t ~ , ~ - - ~ ~ ~ , - r r ; - - - - k _ - - - - - . _ - _ _ _ - . - _ = _ _ _ = _ -I 800 BEFORE YOU D1G:
} , ~ ~ - - - - _ _ _ NT _ _ - A NE ALL ER _ _ , _ - _ _ _ . _ 1-890631.4949
+ a - - - - - ~-r- ~ , - r~ _ - - - _ - - _ - - - - - - - - - _ -
~ - - t - - - ~ - _ - _ _ _ - _ _ _ 4 - I i ; - - - _ - _
I , - _ i f 1 _ - - ~ - i _ _ - - ~ ~ _ 1 _ - _ - _ , _ _ - _ These drawings ere instruments of service and shall remain the ptupem oftht - - - -
f t. < ~ ~ t - - - _ _ - --I-= - - _ _ - _ . cngrneer rvhether the protect for which then arc madcis exectNad a nut. llreq arc _ ~ . i ~ _ I _ _ - _ ~ - _ _ - - } not u, he used h, the owner or any other person un olfier pnya~ or e~Qertsions m _ _ _ - - - - -
fi i ; - ~ - - - - _ - - - --f _ _ _ _ - - _ - this project except in agreement in writing and with epptopriak a~rtpaose4uo kr - - _ _ _ _ _
{ - 79} - _ _ . k l . - ~ - - the rngincer. _ - - - _ _
, _ - _ _ _ _ - _ _ _ _ _ - _ Copvnght 2t>U3 In' West4on Engineering ~ Cansultirtg, PC. All Rights Rosared. - _ - - -
_ _ _ ~ _ _ , { , } . l r - - - - . - - _ - - - _ - _ 1-~- - - _ _ _ ~ _ f - _ - ~ Except as pennittcd under the llrntcd titates Copyright Act of IE7)ti, nu part ul`ihis - ~ - _ - - _ documrnt may he reproduced or dislrihuted in anv facto a En anv me:Em without
~ ~ ' I i ~ i 1~ ~ t I I ; • , , ; - - _ _ _ - t ~ { , _ ~ _ i - - the wrinen permrswon oCW'estcun 1:nginecviim Et CExrsulbrgt. PC.
I , - t - _ ~ _ _ _ -x-- - - - r ~ , _ _ - i r - t - , - - - - - _ _ _ _ _ } . - - - -L - - _ _ - _ - - _
- , I _ - _ _ _ - - - - - - _ LOCATION - -
L - _ _ t - - - - i i , _ , ~ _ ~ ~ - = - - - - a ~ - ---_8~ _ _ - _ _ _ f - - 9 _ _ 0
- j ~ ! ~ ~ • ~ t I ~ i ! I - - ~I - - - I - _ - ~ ~ - I 1 { j ~ ~ _ _ i t ~ - _ _ _ _ . _ _ - - l ' - - _ - _ - - _ ~ _ i ~_J ~ - tt` _ _ I _ . _ _ ,
, _ _ - t T - - , _ L _ . _ - - _ - r - - _ _ _
_ _ _ _ r-- - t ~ - t _ - _ . - - - -r - _ _ _ _ - T:.- - -
- - a - - ~ _ _ _ - - _ - _ _ _ - - - - ~ - _ _ t . - - - _
i 1-_+ ~ l~ ~~-i___-_ « r - - - I , - - - - - - ~ ~ i - - - _ - 1 t _ - - - - _ 4 } i ~ I r - - - - - - { - ~ - - . _ _ _ _ - - ~ _ 1217 - 1227 PENNY ROAD - - - - - - - - j - ' I _ ~ - t ` _ _ - - _ _ HIGH POINT ,NORTH CAROLINA -
- _ - _ _ _ HIGH _ - _ _ _ _ _ - OWNSHIP GU _ - OUNTY ~ - _ } 1 - _ -
' I f _1 F - - I _ - --:1 , - - - - - - _ - - - ~ , - ~ ! - _ ! - ~ - - - - - t i ~ f. T _ - _ _ - -
t - _ _ _ - - - r - i - - - - - - t _ , _ _ - - - - - _ _ _ TITLE
~ _ 1 _ i ~ ~ 1 ~ t _--I - - C-_ c ~ - I - ~ - - - - _ - - - _ _ _ f _ _
t- - - - _ r- - t - _ _ . ~ _ - - - - - -
- - _ ~ r ~ -r- t _ - - I - - ~ _ a ~ 1-- - . _ _ - _ ' t
_ _ - - I- ~ i i _ _ . - _ _ _ -1 _ 80
, 800 ~ ~ ; - - - - , i I ~ ~ { a - ~ - - , I , - - - - - - _ , _ _ _ _ _ _
_ i ; ~ c I , , f . I r ~ 1 ~ ~ 1 - - - - -i = - t ~ - ~ I ~ 1 { _ ~ - _ - - - r - - - - _ -
~ , - - - 1rt I - - - - , , r I I t , f ~ ~ I i - - _ I - ~ i - ~ - - _
, I ~ ~ - - . - . . • i t , I 1 I I ~ ~ ~ I - _ _ - ~ t ~ ~ i = _ - - - _ --1_---- _ : _ _ _ - -
- ~ ~ ~ i , i i ~ i ~ E ~ I - - - - - = - 1 _ , . - _ - _ . _ _ _ _ , , , - 1 r F i + ~ - _ _ ~ _ - - - - - _ _ - - PROJECT N0. E-111 t
- , i ? ~ _ - - L . - - - , _ - DATE: 8 22 03 cad,
- _ _ _ f _t _
j t ~ _ _ ~ I ~ - I - - t r , ~ - - - - - 1- ~ ! ~ ~ - - ~ ~ ~ ~ - - ~ - - - _ - - 's - _ - - _ SCALE: AS NOTED _
~ ~ ~ - - - _ _ ~ ~ . - _ - - t - _ DWG. 8Y: ST MW LE •
• - - - I ~ } - - . ~ I ~ - - - - - I ~ Q
- - - i :4 I L'
-t - SHEET ~
G ' 18 of 25
790 i I - T- J7? -I 2-E 770
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+( 16+00 7+00 18+00 19+o0
zo+oo WESTCOTT ENGINEERING & CONSULTING, PC
NOTE: ALL SANITARY S SANITARY SEWER TO BE PVC OWNWDEVELDPER: 4135 MENDENHALL OAKS PARKWAY, SUITE 140 MFL MART PARKS
SDR 26 PIPE. SEE DE1 E. SEE OETAIL SHEET FOR UC TO MEET CITY OF PM OEVQOPMENT, u.C HIGH POINT, NC 27265
BEDDING INFORNAMON. IFORNARON. S?f'1ARDS. PA 5323 PHONE 33- 04swoo-S ALEM N.C. 2711 ( 6)812 3546 FAX: [phone].
p"ow [phone]
' : l~?=K. .Silt -7

of ~ f'. ~r~-~-q-_ `7,r,
rt cpe ..v ,c* pV
_q . , ~'tF n. CQsE., 7~+lwM~r
STEP 1: Sip 2: NOTEg - ~ - . , S~
PLACE RIP-RAP AROUND PIPE AS DIRECTED DRIVE STEEL POSTS 18• INTO GROUND ATTACH WNiE FENCE 1D POST$ AND ATTACH 1NE FlL1ER FABRIC TD 1HE HIRE BY THE EN(,yNEER, .Y ~ COWACtEO..I ~.!)Ri4P!'H EK ~y~. R~ - j
AND EXCAVATE A 8• X 6• TRENCH UPHILL EXTEND 1HE 801TOM OF 1ME FENCE FENCE A1~ EXTEND THE BOITCMIt OF THE ALONG THE LINE OF P05TS. 8• INTO THE EXCAVATED TRENCH, FABRIC MITO THE TRENCH. ~ 70. ` . =g
a-. ~ I~~q ~i 1e. ~ fhN0.E L~j ~

ti ~ - ~ 9
MAX, 8' 3c,,, _ O W
BETWEEN ~ i f ~ ry, ~ POSTS f. ~ 1 ~ cA4UE ,
~ ~ _ ' 1 ~ , i SITE r~~ ~ ! 1-~ovsTlulcTltly sr~E;c[rtcAT[a~~5
. ~>.,ti. r , ' t r I i. REMOVE aN0 PROPERLY gSPOSE OF ALL TREES, BRUSH.
R _ ' ` ~ ;1' -"x STUMPS, ANO OTHER OB.A:CTIONABLE MATt7NAL
; c[NH~ _ _ ~ ~ ~ ENSURE THAT THE r ~i MrNr~Nlar coHSTRUCTEO CROSS secnoN h, IAsETS aLL DESIGN
~ ~ r REOUIgF1AENTS, r,;.k,°-u,-:
STEP 4: Imo- t7 - 3. ENSURE THAT THE 1pP OI THE 01r(E q NOT LOWER AT ANY POM1T 7HAN THC GESION [LEVATION PU13 -----~o THESPEpFlEO
BACKFlLL THE TRENCH ANO COMPACT THE 501L FlRMLY TO ANCHOR THE sEn1Fl+ENr. ~ PIlONpE SUFFlgENT KOOM AROUND pyptpONS TO PCRMIT
BOTTOM OF THE SLIT FENCE SO THAT SECTION RUNOFF IS FORCED TO GO THROUGH THE MACFMNE REdlADINC Atp CIFiWOUT, - Ciro urE .z'
FENCE AND CANNOT GO UNDER tT WRE FFJIC£ •H~ ~1:~lvrrv.~~rrr 1 ~
OUTLET STEEL POSTS - (14 GA41~ INTH MAK NUMBER OUTLET DO 3D0 (.0 W vEOETATE THE RIOaE tiMROIATELr AFTEI! CONSTRUCn NUMBER (IN) (FT) (FT) (FT) QtNp.ES?NT NIT REMA>!r N MACE LESS t41AN 30 wORKINCH, _
- MESH sPAac = 6 RIP-RAP_ OUTLET PROTECTION _ nom: . _ DETAIL C TEMPdlARY ONS OMCE A WEEK AND AFTER =i FLOW AREA FAHO RLPA A~IRAIIK~ OVE ~DM~NT FROM THE V I C I N I T Y 1 42" 10.5' 14' 10.5' SON 1lDOl. cAREFULLr
~'J fA~C ~ BOTTOM OF FlLTER MUST ~ HEIGHT ~ PLACED IN TRENCH 2 MAP OHCCIt OUTLETS AHD MAKE lI1QY REPAtilf As NEEDED. 2 15" 3.75' 13'-- 14.25' WHEN TME AREA PROIECTEp 4 PERMANQII~Y STABILIZED, S '
_ MAX. J' SPECS. ~ MATERL+ti _ ANO SECURED BY PUCING 3 - r ~ MW. 2' WASHED STONE TO A HEIGHT OF _ _ _ REMOVE THE RE?CE ANO 11[ CIIANHEL Tp tt:ND WITH THE (ALI?. I IUQQf NATURAL CROUNp LEVQ Alp AppRp+~A~y tiTAEM.IZE IT. 3 18" 4.5' 11' 12.5'
BOT1d1 a' HIRE RD1CE AND 6• ABOVE GROUND LEVEL. 4 t FlL1ER iA~IIC BURIED 8' m REV DATE ` 4 24" 6' 13' 15'
EXCAVATED TRENCH. - - - a 5 DESCRIPTION
6 - _ 5 _ __24" _ -6. ,3'_ 1s TEMPORARY _ EARTH BE RM DETAI , L 6 24 b 13 15' ,
.~,R + STEEL PbST DRIVEN J - - r~T~, J 15" 3.75' 6' 7.25'
.A~~0~1 T8' NITO GROUND
TEMPORARY SILT FENCE DETAIL
_ - - {~5J WASHED STONE CLASS I RIP RAP dP RAP
' = 1'THICK x 3' HIGH (MIN)
Il
1 ~
ROw ~ i 1

L.. ~.~±tt
r.M.~
/
EAI9ANNARIT - ~ / ~ I
~ p f~ , ~ I 1 I ~J. I
PERSPECTIVE VIEW sEDn~ENr SroRACE
- TORAGE AREA
(VOLUME BASED ON 1,800 Cl ANCHOR TRQICH - TTEnCf1 1SED ON 1,800 CU. Ff./DISTURBED ACRE)
~5J wASHED STONE
2'
SEDIMENT STORAGE ZONE 1' aASS 'e' - ~ CLASS I RIP RAP
RIPRAP - AnCHOR PMS STORMWATER STORAGE ZONE
ALL CON STRUCTION TO M>:~T CITY OF'
NIGH POINT STANDARDS. ,
DONTECH ao/~1 _ ROW aR APPIg1ED EOUK in - n
i PIPE
CITY OF HIGH OF HIGH POINT
MAX. SEDIMENT DEPTH NORTH CAR D RTH CAROLINA _
UTILITY STREAM CROSSIN CENTRAL ENGINE _ G DETAIL rl _ - SEC ON 'AL ENGIN EERING pN MUST
T -
S ANDARD DETAIL ~D DETAI ,;I~I.rY L DRAWING ~
RIP RAP BERG R AP BERM BASIN ~
I- _ _ o
I o~?T~: FEe sa cs-ERO.o+ 9 cs-E~o.owc ~ No. ~ ~ J
y
. ,
DESIGN fTTltlpT
SETTLED TOP ~I. BEFORE YOU DlC!
MM } 1 I Cl1K1RI I~ SifLlFll A Jn~S CONTACT LINE-CALL CENTER
1 ~ r 'O` 4 ~-MH_~ - .~,;'i I 1• a~ ~ THE ARp 1~ ME EiNANKMENT aF All VEGETATION AND 11.3 FT - ~ r ~ ' 1~(R w1. SURFACE S0. Q01Y~Q0 HGN AMOUNTS OF ORGANIC NATTER AIq 1-8(11-632-949
_ _ _ \ + ~`u: " ~ ~ a IT ppp+~y tlAl< ~ 0&ECTIONA6lE MATET~IAL TO THE
MAx F0..L ` - k ~~lri~,.' SLOPE YAK = TIIM MTUiAL FOR >K T IS FREE Q< Y T
flLrER - ` ~ ~ MAT1R 01lIE?t 08.E YA R00~' M00D VEfT A'"0N' AGGREGATE SIZE -USE 2-3 INCH WASHED ST k _ ADE EMp10EMMCY BY-PASS TEIN. PtAR THE FAL M LIFTS NOT T° FAEtlC ~ MCI COIPAR 01ER Iu T1R E~NMQIpIT a pG1E5 ro ALLOW ONE, WITH GEO-TEX LINER ~ ~ SLOPE MA% ~Ow RT~p Thesr drarv:ngs are insunnxmt of service aRd shall remain th , -
I - -~~.'T'''`` _ TaPOFOAr piMENSIONS OF GRA e pn p<m of dte enginerr w hcther the Project for which Nrey an made is executed or rust, 77tey ue
~ ~ FT Mw : i T TECTION N VEL PAO - THICKNESS = 8 INCHES MINIMUM _ _ ~ FROM ~1 OwSetBR IIOIECT THE COMEC110N BFTiEEN WIDTH ~ 25 F00T IN Y~IC i1MeC q1 A I¢YrAr curer M IMUM OF FULL WIDTH AT ALL NATURAL cT+DUIID ~ s ~ tE lt. VEHICULAR ENTRAN ruts to be used by the owmr or any other person un other pmieLT,~ ar extensinru to MOTH AT ALL POINTS OF THE this Protect except by agreement in writing and widt apptvptiate compensatietn to
/LACE f CE AND EXIT AREA, VVH KIT AREA, WHICHEVER IS GREATER Urcenglneer
SECTION ~ ~ AnoN ~ IwM? AID 9a1. ExTEND nE FABPoC LENGTH 100 F00T MINIMUM >A 1K ~ a THE ~ oR LOCATION =LOCATE CONSTRUCTION ENTRANC uP TNET HEIGHT ~ DF THE ~LMAY FOUNDAl10N ES ANO E ANCES ANO EXITS TO LIMIT ' Copyri hi?003 by W'estcott frtbineeriog & Consulting, E'('. All RightsReservcd.
opL 1K TRNCN SHOIX.D a Ar LEAST 2 SEDIMENT FROM LEAVING THE SITE ANp TC Fr ANO 7, ~ SpN T I SSE UTILITY BY ALL CONSTRUCTION VEHICLES. SITE AND TO PROVIDE FOR MAXIMUM [:xceptasnerntittednndrrihel!mtedStatesC'opyrightAE7of1976,rto of this
df . ' MM - 4 dflR R+E ~ FtE1E101 a tNE a!°sT DF TI+E SPAit,?r TD AND ENTRANCES AT CURVES IN PU R ~f, j iAaJTATf SEO~~T. BUC C V VEHICLES, AVOiO STEEP GRADES document may he reproduced or distributed in anv form or am nteans~withaut IN PUBLIC ROADS. -
_ isvr j-- SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE DESIGN CRITERIA. VA I - - - S ALL EUt ANONL ~ g~0~p ~ tt M M>16t OR APPROVED BY THE APPROPRIATE CITY R RATIONS V thc wnflen Permission of 1Vestcott Engineering 3c Consulting, i'C'
1800 ~ FT~ACRE - a?G~ ~ E OSIpPI CONTROL AUTHORITY, VARIATIONS WILL BE DETERMINED LOCATION
IY r51 STONE _ r~` MAX b11~ EDTH ~AIN ~ ~ AE ~IOE)IT NAS A MMIMUM ,I. ~ %MIUY 3R Spfp ~ }:T MAT ~ [1i1p~ID ro i1# BoTtDII a< ti a ~ ttE f1twAY
~ ~ ~;~.~,s• : ro I 1. DUCT IN9IE0 STDiE Y rr_„ 4 f ' f'' 1HFI T><TEFIDING 1Q E ~ K ~R P11®f10M1 ON THE
__.._b'g,`'A~„..::._: ~ __:,i:. _ I~ ~ DES OF M Y _ EI~ANKYEN V ~t ~ T~VEI ~ ro a~ p ~1`ATOESNiI CAPAOTY.i T
RLTEII FAgMC l ~ t SECTION ESE ~ A ~Il-~Rl~
CROSS SECTION ~M A Leo sl~ • i0lt sg g 1~1>«IE of sTaNE Op0 , 1~ . _ ~ STONE K . 7NE y~A ~~iHEMID )91~A11ER ~G a ~
k-11A'a '~,i\( F. ~ ~ aF THE TR~RI . M~A1L AND -RESISTANL 1K ft~ IIpXD BF HARO~ ~ ~ ~ I• 1217 - 1227 PENNY ROAD
MSPECT TE?WORARY SEDIMENT TRAPS AFTER EACH PERIOD OT Ni1CAlIT RAIISALI. ~I ~ REMOVE SEDAIEMT ANO RESTORE THE TRAP TO ITS ORRiIK OA1119diS Wi1EN THE ~ THAIi RIWAY OMAN - - ' _ \ HIGH POINT ,NORTH CAROLINA
SEDAIENT HAS ACCUTAAATEO TO ONE-HALF THE OEStGN DEPTH Of 1HE TRAP. PLACE THE A E%lEl~ PAST THE TOE a `i~, . ~ 1EACN® llr MILT 1E1~017TY IS , , { , SEOAR]VT THAT IS Rp/pVEp M THE OE9GNATEp DISPOSAL AREA AND REPq.ACE THE ARABLE $TREAy. ~ ~ ETX;E3 a q~T SECTION x'1:1 ~ \ HIGH POINT TOWNSHIP ,GUILFORD COUNTY
CCMTAMMATEp PART C< THE GRAVEL FACMC. MTH MOUND Alp . , , , tME 11E CFMMi 111 ~E RF OUTFLOW >t~, . afC1c THE SiRUCTLtlE FOR DAMAGE FROM ER09p1 011 PgIG, PETMODICAt1Y CHECK THE
DEPTH OF THE SPMiNAY TO ENSURE R IS A InNN1UM a 1.S FT IELDw THE LCw POINT OF HL ACT "j'--. - ~ . '19 TO NANRp, g~ L~7< STS OUttETS SO - - - ` ~ ~ THE EMBANKMENT. IWFDIAIELY FAl ANY SETTtE11EHT CF RE iltAlN(MENT TO SUCNRY 1MT11E 1~~OE THE ElA1AIMAlIT. ".r ~ ~ r TITLE
A80VE OESIpI GRADE. ANY RPRAP DISPUaCED FROM THE SPiINAY MUST BE REPLACED 'vw~ .,t ! ; ti IIAEDIATE{,Y. TL STAKI2E ~ AND ALL - ~ -
~ ~TMEpAIEIY~ ARK ApK TIE SEMENi POOL ANO ~ ` ~ _ t AFTER ALL SEDIME?IT-PROOIICMG AREAS HAVE 8ED1 RRYM[rTIY STABd.IZED, REMOVE THE 7 7~ ~h {"~"1 ~ ~ - ~ ~ ,t i
STRUCTURE ANO ALL uNSTA?XE SEDAIENT, SMOOTH TI( AREA ro BlEr10 AITH THE AOJOMING It l10T1 THE1~I~ ~ 11E TOP aF 11[ T •,1~%-' ' `~''~-q~ ~ -p _ / AREAS AND STABAIZE RiCPFF1iLT. >iNLM ro TIE >~T CLEANOUT IF1EL r ! y l ~'~1Eu r t , 1.. L_ (a[ TK Od/I oEnQ aN THE PLANS ~ R ~ , P. ~ - 5 -
AN N 11E FOA ~ -r F ~
.I ~ ~ :I,~:, ,h
1HiCIOIESS r.y,' ~ ~y,~~ %i . i.N'3- ,r ~y-
,r./_V.~ r 4"
i Y 1`.../ ~~~.I cEa-TEx ~
~ n~`4;.~ ~ f t? ~..sY ~ PROJECT N0. E-111 A~sxplr tgl~r
HATE: 8/29/03 Std CARr?tl
COARSE AGGREGATE - SCALE: AS NOTED
TEMPORARY SEDIM - ENT TRAP DETAIL fvT-_ - _ _ ~ ~ y
DWG. Y'
- ~ 02y44~_ • 1 .
(;HK. BY
SHEET
TEMPORARY CONSTRUCTION ENTRANCE 24 25 NCE of
OWNER/ DEVELOPER:
MR. STUART PARKS WESTCOTT ENGINEERING & CONSULTING,
PM DEVELOPMEN G, PC T, LLC 4135 MENDENHALL
P.O. . BOX X 5323 OAKS PARKWAY, SUITE 1.40
P.O O SALEM N, HIGH POINT, NC 27265 C. 27113
PHONE: [phone] PHONE [phone] FAX; [phone]

~ _r x ~~r ~
s " ~
f,,
~ ` ~ ~ ~ ,9.
CURVE_TABLE 10." l` ~ y .i~\ ~ ~ M'~. ii0 Oltfhf ORW fl. EN g~ , i ~ 9CRW/ qp .
tENCTM vt; y^.. ~ F- ~g ~
c, 4 1 cs It \ 4
~ 4 t n ~ u N c4 h 7' c arww.~
CS N 1 4Se0 C41 171 r ?3 p t
p ~t G1 1 4J E ~9
1µ to s saes sat sa Y 1YFtf IN
1 s 1 " J _ 3 4 e tN sa pt 1K aM 1 x r
e 4 ~ gy.._
1e N 73 1 JJ.7l q I ~ c ,
CI7 q1 " M 7.H Cee NW 174 e oeo a . SITE;
It+ aa» 1 C! t 14 ~q ,ol
t M C22 17'1 r 1 3J2J Ce4 E , a ~ a / A ~ ~ )
J I Ca5 r e 4 4'10.00 R. Cae U r , r' ` ~ ,~w~ , ~ ~ ~n
7 u 1 ;r ~ ~ , .,ys~'~' s .
th, 1 C09 t1 t4. i ~ J ~1 ~ Le
czo s " 4i.a sao7 c11 r 1 I eb 1 `
+!51401 E t Jul c1J N 0741 N r et 4.15 CJ4 41 4F. A 4 .I ~ , ~ ~ ~
cJS s ~ 4 1a 1s n cJ4 E 4a is c7e tN17 4 E n I >6 t ~ -
C30 3 LI C 4 14 t C.70 N St'ee 01 44,1e 4JA0 C7e N I r aY11 14.N ~ l ~ ~
c n r cJe s q r VICINITY MAP i~
5 1 1 I r t1A CW N t E 14 E 1 y " SCALE: !"=11101)'}
ca 1ev1 E 4s 11.e3 xoo leer ~ : r 4sx .43 ` cu a+ 1711 1 . Js. Ix4 r 44 41 P ~ N G
{ , ~ REV GATE Q {PTt N ~A ESGR 0 r,; ~ ~ ~ ` , ; ' TURN LANES TO BE DESIGNED
LINE TABLE 1 , ~ ~ _ , a . ~ X ~ , ~ ~ ~ r , ~ ~ ~ FOR ENTRANCE TO
it W~ u I 0 ~ ~ . ~ NCDOT STANDARDS
4 rt W N 'ti \ o 'Q ~ G
" 5 s< I " 4a7r rt LEGEND ` ~
u r _ 1r E rt - _ _ ,
L° t I r EX. CONTOUR LINE I - - u N art E t rt - \u: s ~s ~ b ` ~ t ~ N
r_ 84C- - 1 _ Ua E rt f - 45 ? ul N 7 PROPERTY LINE - I - ~ 'S+ P. ~ , -~-`~-'+rr--.. , ' ' ~ 15142 95 s ft y '
U2 0 E S, rt _ , uJ s rt EX SEWER LINE - - - s, ~ q ; .35 Acres ' ; \ ~ ~ NOTES; ~ ~
u4 s E q.r rt ~ i ; I us Ir,a ' tT EX. SANITARY MANHOLE ~ ` r ~ ~ _ , ~ LoT z tP ~y ~ t. ZONING: CU RS-12 02-31
ue uY r a. ~ ~ ~ „ ~ - 1. ~ ~n 130.72 .q. ~ l1~ t ) _ d o .30 Acres ` ~ (S ~ ~ ~ ~ ~ 2. CURRENT LAND USE: VACANT
u7 s r 1a14PT EX. CURB & GUTTER _ ~ ' ' I ue r l ~ ~r` ~ ~ l fl S Ot r SS.1H 1T ~ i ' 1 T ~ L ~ LO 3 a ~ s ti
s E 1o.J4rr EX. YARD INLET ¦ ~ ~ ~ ~ ~ ~ • as2.2o sq. ft z 1 ? ~ Q 3. TAX MAP: 78--t-90, 249-2-16 ` 0.30 Acres x ` x20' SIGN ESAIT ~ ' ~ ~ ~ ~ ~ i ' ~ ~ ~ ~ 4. PLAT REFERENCE: P8 27 PG 9
Ltl 71'f4 eras L T 9 I I to E 4J.7JFT EX. OVERHEAD POWER LINE O COMMON OLD FENCE I - - I ' , ~ ~ , LoT 4 ~ 5. T TA A A• , ~ (n 0 L RE , 52.6$} AC.
I r Zo. ~ (2818.05 aq. LOT 8 ~ 0.29 Acres . , ! 13050.97 s f AREA I _ I ~ « .el rt EX. POWER POLE • q , + ~ w~ ~ ! o o I ~ ~osa.o7 :q. ~ V ~ 1 l~ y, , ~ 0.28 Acres i 0 6. EX. IMPERVIOUS SURFACE AREA: O.Ot AC.
E I 0.30 Acres rn Z~ ~ M I WI ~ t~~l s IAN I 1 ~ 1 ~ ~ ;n ~ Lpr s 1 ~ ' ~ ~ 7, EX. PERCENT IMPERVIOUS SURFACE AREA: O.OX
L47 s E rt EX. WATER LINE i ~ .rn o LpT S i , W~, ~ 0.48 eq. s E EX. WATER VALVE i ~ + ~ ~ N T ti~;? .28 Acres i 0.48 sq. f ~ ~ ~it J 0 .28 Acres ~ \ ~~7~ f , ~ ~ o to 8, EX. PERVIOUS SURFACE AREA: 52.661 AC.
~ s A14 [ J rt ~ ; ~ ~ Q~ ~ 22 80 eq. IS'+ ~ J ~ - ~
l31 rt EX. WATER METER _ _ ( ~ WI. a .30 Aches - 5 co R ~ I LOT 7 ~ 8/F ~ ~ 9. EX. PERCENI PERVIOUS SURFACE AREA: 100.OX ~ ' ly ~ l 8 ~ ~ - e -~1 ~
rt EX. FIRE HYDRANT ~ '1327&83 eq. ft ~I i ~ ai,p l~ E q rt 0.30 Aaes ~ o ao s+t`~. ~ ~-a' ~ F +7 10. NEW IMP RVIO A A ~ 11 .o c $0. , , ~ ~ l ~ ~ E US SURF CE REA. .131 AC. nM1CII ~ r E ~ 1 t -
~ 4 PROP. SIGN ~ _ _ ~ c~ 4 I t'S ~ # , ti .NEW PERCENT IMPERIOUS SURFACE AREA: 21.14X. 1 ~ ~ FS
s J E 44.4 BASEMENT/FOUNDATION B/F '27 I ~ N ; " ?~o ~ 12. PERVIOUS SURFACE AREA: 41.531 AC.
E saurt ~ - ~ 4 +o ~ ~ 13.PR TP ~j 1 4 / E CEN ERVlOUS SURFACE AREA: 78.86X f ~ > LOT 8]
r I-` l41 4A q,q ~ T- SS-2 , ~n~ ~ DISTURBED ~ .~A 3' tzls6.aZ eq. ft ` 14. SOIL CcB, McC2, 1101:, CaBt, Mc82, CeCt, MaC
N 4a _ t. R3w E ST- .__,_~4REA , 'I i - 4F I r 01,41 rt .~..z,;-u~ r;~ ~`I"I' ~~~I t ~y 1 ~ 0.28 Aces , ~ t ~ 5. DISTURBED AREA: 3g.Qat AC. - -
w 14rt 3 ~ ~ ~ 4, ~ ~ ~o° r ~ . ~ ~ _ _ i~5~ ~ ~ ~ 18. PERCENT DISTURBEp AREk 74.21X +p~ . o i~ ~ 7
L17 r u FT ~ + ~ r: 5 1 "1C - ~ ~ 1 ~ 1 uNO+sTUR~ AREA: 13.581 Ac.
18. PERCENT UNDISTURBEp AREA: 25,79x
I , 3y T 49 f i ~ ~ O ` -~1 TO @E _ v 1 a ~ 19. TOTAL UNEAR FEET OF STREET: 6,004.11 p ~ ~ '13594.41 eq. ft ~ ST 19 r-~ 7 , ,
' ' - 5543 C~ nf1 ~ - - ~ o.at Acres ' t t7 Y .c 20. AVERAGE ~.GPE: 4.1'~!X
I - ~ LoT LOT 130 1 N~ 1.TT - t ~zosa.79 sq. ft , , 0 2 0 AL Nt1119ER OF LOTS: 101 LOTS
12128.57 s ft f ~ ' 7 E as rt q' ~ I ~ ~ ~ ue s rt ~ ~ 0.28 Aaes ~ t - ~ aza Aw. 1 ~y ~ e ~ LoT 67 ~ , . , z2. WATERSHED: aTY LAKE WCA T6ERS a, ~ ~ 4 t E303.t30 a . ft / a ~ \ ~
tse s 7th E 1sJ4 rt b T 7 1 E; l0 8 V ~ Z fp teo I r rt i~ . n ~ 12318.32 sq. q i 1 tr h, , 1 tD 0.31 Acres 't/ ~ ~ ' ~ Z0. DISTANCE TO NEAREST FLOODWAY AS j
1 ~ u ! 0.28 Acres r ~ i ~ ® W w , _ ~V DES ED 1} EMA,~ 463 FT.
i ~ y / ~ ; ~ ` 1 ~ ~ ' 21. ~ PROPERTY TfON T ~ FROtti _ ~ ~ ~ ~ '0 ~ ~ IA AK!!iA!
~ ~ - J ~ ~ LOT 68 I ~ - . ~ ~ - 2 ~ (11 ~~A 122$8.09 eq. ft ~ / ~ x ~tAP BY, - OQR do ASSQC: ~ s ~ 1 a ,
• ~ A ~ ' Q28 Jlcrere ~ t it ~ No.
~ ~ W Q ~ ~ o ~/F !v - _ ~ , ~ ST - rY ~ s ~ ~ 151 UDT ~ t 79 ; 22, THIS PROPERTY IS NOT LOCAIEb ~1 o t~7 0q, n 1 b3 aq. ft i? ~ , SPECIAL FLOOD HAZARD AREA AS SCAL, , - - `
~ ~ ~ W ~ i - 1 Q e ~ ~ ~ ~ ,p~! A Ades ~ ~ ~ ; r:" 1 ~ p.: , 1 FROM FlRM COMIIUNIIY PANEL NQ 370113
n s eTU E !aq rt - ~ LOT 57 jj o , ~ ~ .'t ` OOO6B ANO 37011300058, DATED MAY 18, 1998. n~, ~ ~ Y ~ 1 ~ i _
.1 24.94 s ft F ! ,t ` 1 s xu - 20 q ~ ~ ~ ,T i , 0.28 Acres ! ` ~ ~ ~ tp. ~ o; a.n ~ LOT 86 ~ ~ ` ! ~ p o 'T 3174.36 sq. ft ~ ,P / ~ ~ ~ ~ t
. J ~ ~ ~>r s ~ _ - ! ass 22 ` ~ ~ , - ~ ~ m. p 0.30 Asree ~ ~ i ' / ~ t ~ ~ l ,
i '1 ~>q s I w o! rt ~ ~ ~ f t E% tip' ~ N I E 1a " _ ~ I ~ h ~a ~ 1
a T LO 66 tiT + .1 t - - I 12027.17 sq. ft t~ ~ 1. LO? 69 t rt `a9 ~1 1 I 0.28 ,Acres I ~ ~ ~t `z ` ~ ~ - ; ALl CONSTRt1CTlON TO :MEET CITY 4F ~ 10T 76 5,1 1 ~ ~
rt ~1 p 12020.80 sq. ft 1 ~ ~ ` o Y >h rt _ I B~F , , ut i" , . 1 ,t .:~0 0128 Acres ~ o izzos.zt >p, ft ~ ~ e~ F~l(~i PANT .STANDARDS. ~ 1 ~ 0.28 AcrN ~ ~ 1
• i j . ~ ST-21~ ~-a ti ~ 1 ut-~ - 1 8~ i 1 ~ ~7 i . ,mot t X11 to . 1~ 1i ~ ~ ~ ,
" i ~ /„tipt'~ LOT 84 J , iim 7a1. t- _ tt~ iq' ~ , 2 SX ~ t , Z
LOT 58 ~ ~ i ~ ~ ~ ~ % ~ a N ~ ' .Q t ~ ~ i
12128.41 s . ft ~ ~ ~ ' 11 R ~ 0.28 ACreS 1! 1 1~- m, >,w ~ ~ ~ ~ ~ ~ t LOT, 85 ~ + - ~ 1
w ~ LOT 65 ~ ` ~ 14067.61 sq. ft ~ tt r rt E ~ ~ ~ 0.32 Acres ~ if ~ ~ ' 2458.33 ~ ,,fl t t , .29 Acr1M~ , / t
t1 r I ,•~3 ~ ~ ~ 9/F 1 t t9 a. W . I ~ ip ' ~ ~ I
1 s r rt ~ N f~ ~ ~1'' ~ + ~ LOT 70 i ~ a + - sp d. T , ~ ~ I ~
1 r rt ! ~ i ~ , _ . 1 >,;a 120.280 ACrls ~ LN N 1 r I ' 1 -1 2 f. ~ ~ .,,r ~ , ' I ~ ~ W JO S5a4 r ` O p
t r ~ • 0 lr 71 ~ t ~ ~ O ~ , .
E ~ ~ y ~ t,8 ~ „~0 f . ~ . dra uig are ~asttLm6MY of nrvwe and ~ temam the prnpc~ty llt~tlx ,0~, ~ 067 ~ g + y I = engmecr whether the projxt for which they arc made is e~uted or ncx. '1]xy are
ua E 12445.11 ~~e . ft ~ ~ ~ LOT 64 C ' ~~•S~'4 ~1 ~ 7~'1~ i~ ~ Y ~ q ~ m .~1 ~ I' ~R+ / 1 eem 4 ~ I 0.29 Acres ~ ~ a' 12499.09 eq. ft - 'f ;Q , g6 2~, ~ '43~ ti- , t r, ` . , I ~ a not to be used ~ the owner or ury othar person nn {soja is or exte~ons sv ~ ~ ) e 4 4., it ~,,ut y
- 0.29 Acres ~ (r1 ~ ~ ` um 47 rt I I, - ~ ~ - ~ .w 8 ~ 13 ` this project exicpt by agreenwnt in wnling and Wath eppropriaCa contpottsatiaa k~ 4 I ( t~ r~ ~ m the Cn$~n('Cf.
110e a I. I I ~ - ~ " " i ~ 100 E N R r ? - ~ FG ~ ' i S. ~ l ~1 ` ~ . 1 . ~ ~ ~ i I / ~ " ~ I ~ A r ti ~ c• 'o 'f i
r LNI t 114 ~ i _ ~ ~ ~j ~ ~ t''. ~ . ~ ~ ~ ~ ~ ~ , l p}nght<~9. M~11'cstconEngineenng&Conaul9oR,PC.Allltigh~Reden'e~. ,
' ~ ~ G I, Stuat Parka. oocegt (hie aubmbelan oe my plan of dewmapment and ogee to InatoN dl / G ~ . 'n 'r1 LOT 71 l t 0' F.ze tae rmitted under the United Slates (:o v ' Aet of 19'16, m ofthis , t' ~ Ep De p,'~ 1~ Q 1 ~ , , 1' Z ~ t ~ ; . ~ d~x;lunent may he reproduced or distrifutted in anv foasorby anymeans widto»t -
requred hiprovementa and y rlth the eondltlone of ord ~ I SS-2 - t "'R -rl ! ('n 1,2340.15 tiq. R,. ~ 0.28 A fn ~ c~ 1. ;I ~ ~ ~ f ~ ~ ~ ~ ~ , p-1' the wntten pcrmiasion of Westcott EtrSineanng ~ Conad6nQ PG. 9 ~ ` '
o~,• oot. u ~ _ - - - II a• r y
_F ' >_.or so _ i579t.a6 sq ft _ - - - ; , - - - ~ 1 T , ~ _ 1 1 N ' N ~ ~ - ~gT ~e ~ w i ~ LOCATION
' ~~.36 Acres -C ~ 1~ t /.1 ` 1M Ganla, In recordh thta plat, ilea hnb and ont to the qt of High Ddnt ~ y3 IZ ~ 9 Y~ P Y C ~ I.
and Its eutxeeeoro and oaigna a blanket utik eoeement fa the purpoa of hgrtna and epees ~ / ~ C ~ ~ .I ' to erect, construct, aperab, malnton, potrd, nepect, eerriq, repair, remold, and recanetruct ~ ~ ~ ~ ~ - . S ~ cif 577.46 eq. f ~ ~ LOT 74 \ ~ I ; --t l ~ . I ~ 257.98 sq.. ft ~ : 0~3B I~xM „ ~ i ~
1 1 upon long, aaoee, a+d under eaW property fa purpaee of mdntdnhg decMe Thee, together with oa ri to roil ve neeeeea fa comenfettee of IuN en ent of aafd the and t to t." , t LOT 63 t 1~ z ( T 7~ 0.35 Acres , ~l ~ ~ ~ • ~ ~ : i~ o .54 r , , 0/F ~ , /
enter ovaq pd londei of tYmta fa to ad prlvt haiki granted. ~ ~ , ' 28365.00 eq. ft Q ~"g ~ eye N ~ 1'a _ , ~ 0.65 Acres ~ o 1 0, ,~~a, ~ ~ w ~ ~
This eoaement keel( canaiate of 5 feet fa underground Ihu and 15 test fa ovsheod Ihp x. B/F , (rt mahtained by the ply of High Paht eatendhg to either aide and running donq the dletma of / 11 ~ ~ 't - O LOT 72 a ~ i ~ ~ ~ ~ i i ~ 12076.31 9 ft ~ , ~ ~ ~ - ~ s !
ony utility the of the property ` ~ (ry ' (n ~ N ~ 8W- T10N u .,a 0.28 Acres ~ ' ~ ~ ~ ~ ~ 1217 - 1227 PENNY ROAD 10- T10N ~ ~ ' _ ~ ~ I~ 8 F ~ ~ ,I HIGH P {NT R / ` ~ , ; } I 0 NO T'H CAROLINA ,
. l e an do t a ( ~ ~ ~ ~ Gaeta eovenanU and epee not to caneWct any atruetwe a plat Y Pa 9 a P~ I^9 LOT 62 t en ' " I ~ ~ ! HIGH POINT TOWNSHIP GUILFORD COUNTY ~ i _
(other than emdl decorotlw pbnth ) a other lmprowtw~tt permanent fn noture a+ fM 1 LOT 61 14116.44 eq. ft ~ ~ ,1- ~2 ~ 19011.47 a ft eoaement hereby granted, elthaut Clty apprord and the Ctty ahdl not be aW(goied to rpdr, q• 0.32 Acres 1 - 1 I~ ED ~ ~ ~ - DISTURB d, `yh i
reyoce, a rekae on eudr etructwee a other improwmente damaged, destroyed, a removed 0.46 Acres I 6 ~ 1 r /F 1 by Gantee h eervtdnq, mantoinhq, repairing, a repladng ouch uttitiea. V 8/F i _ - _ - _ ` j "MEA e' ~ w ' r~ r i i
.lam. C _ - ~ 1~1~3RI~D , 1 ~ t ~ , _ E ~ ~ ~ i TITLE rn •5'=,e s N a 1~4' E 1 r 73;?, rt - - i 7 ~1 ~ 7~ } 3' r ;
_ 8 2 D , Owner Dote AREA ' 4y:29 E + ~ ~ 1 ' r r. _ - . I
8"51'x' ~;5~~ F•~
,6 ~ + . _ - L~fJ...=-- - i _ ~`-,~IMF/t~ 9Ef?fCAT10N I . , t~fS-s-- - -~.y ~ i i ,
- 30` GREENWAY D~~tGAT}ON ~ . _ - - -t
- - r• rest: r ~ ITS ~U T v
aved b t • ednlcd evhw Comm flee for 2 e De ~ , b o tM - approrol of any required street and uUity plane and proNee, approwl of o eepaob _ ' + ~1 J--~'~'-`~'" H P OI ~J T CITY L~ M - HIG , - ~
land-dial hg permk and/a t:antrd plan, and may be extended by recadln99 find plate ~"-~~-F , in a donc with tiN pr eectlan 9-6-12 of tM High Print Development Ordinance. - fir' t ~
~ I PROJECT N0. E-111 ~,,,~un,~~
~J _ Directs of Dlawthq and Devdaprnetlt b . o DATE: 8 22 03
i , ~
o~r>a SC LE: 1 60 Graphic Scale ~ ti
1. THIS PROPERTY IS LOCATED WITHIN A PUBLIC WATER SUPPLY 60 :.13 a0 t 0 ~ _~Q s. 2 ~ ~ ~ DWG. BY: ST/MW/LE . y * ~0244~ t
WATERSHED -DEVELOPMENT RESTRICTIONS MAY APPLY. I f ~ _ _ . U K. ~
GALL NtW UUNblKUUll0N biltb SHALL YKUVIUt AULUUAlt UKAINA(it " V FROM THE BUILDING FOUNDATION, FOR RESIDENTIAL CONSTRUCTION dru i 1"w 9w foes SHEET
THE GRADE SHALL SLOPE A MINIMUM OF 6 INCHES WITHIN THE FIRST
10 FEET FROM THE FOUNDATION AS REFERENCED iN NC STATE 25 of pisiu????` 2
BUILDING CODE. ADEQUATE DRAINAGE SHALL ALSO BE PROVIDED FOR SANITARY SEWER __,__839.73 _tf. X $0.65 = $ NOTE: NEW CONSTRUCTION IN COMPLIANCE WITH THE NC STATE BUILDING CODE. STORM SEWER 4.876. 4_L.F. X $0.40 . S DENSITY CALCULATION ROADWAY ,74_LF. X $0.40 = L401.90 TIER - 0.12 AC. x 1 AC = 0.12 UNITS TR HAS SA APPROVED DRIVE TE:
T WIDT i APPROVED A MODIFICATION TO THE Y` THIS LOT IA T OW'NE R/DEVELOPE .K.
_ f The owners' Association shall to responsible for maintaining the completed WATER LINE &M _ V. X $0.65 = _ 3TTIERS 3 & 4 - 52.39 AC. X 2 ~ AC = 104.78 UNITS ANOLIt}CETO AU,OMEETHE STREET WIDTHS TO 26 FROM 30 TIE ON THE WESTCOTT ENGINEERING & CONSULTING, PC ALLOW THE MINIMUM SIGHT DSTANCE SIQ6: DRIVE41f' MR. STU , PARKS
Permanent runoff control structure as directed by the governmental office havin ' risdiction for watershed protection and, if the owners' association TOTAL 3 _ TO B TO PM DE NT LLC 4.1135 MENDENHALL OAKS PARKWAY, SUITE 1401, ` E (STATE MINIMUM) BE SHORT; cm TO 150'
I = shouldg dissolved or cease to exist, then In that event all the owner of TOTAL 104 UNITS (MAX. record at the time of required maintenance shoN be jointly and severally I IN CERTAfN CURVES. q /y ~p,T P.O. 8(»t HIGH POINT, NC 2'7265 MN CURVES.
liable for any and oil costs attendant thereto. WINSTOW13ME11r{, N.C. 27113 PHONE (S36)812-3546: FAX: [phone]
PHONEi(. 5-6825 f
Z. an&I ..r~.-. A"Y.an'~6s- _..:.~!'4aliYt «nE4:.~Yk'! ~4.u•• s. ,M: t,,

- ,
r I
I ~ LOT 15 ~ ~ ~ 1 ~ ,i
~ 2055,19 sq, t J j ~ ~ c` Ns aa"+ adorn ~ S P afar
' 0.28 Acres ~ ~ ~ ; , l~ ~s
~ ~ V T CH _ ~ 1 ~ / ~ ti ifk t
! - 66'09 23 E ~ ~ LOT 14 ~ ~ ~ ' ' '
+ ~ , ~ o = 2 , 31 13806.25 s ft ~ - _ m ~ ~ T = 53.24 q ~ - - - CQ[ AV COF~ ~ l ~1, D~wYYdl4~ - f
^ 0.32 Acres ~ ~ - 1 ~l ,Q - 300.00 1 ~ ~ - _ _
tiQ = 104.83' ~ -
I i _ LOT 13 f _ - ~ ~ r-- ~ ~ - ~ ~ T1N04,( lN.
- 14014.1 i ~ , 9 sq. ft 1 , I r-- _ ~ ~
ss- B ~ ~ ~ - ~ ; 0.32 Acres ~ ~ ~ ' - ~ t
\ ~ I~ _ - i ~ ! ~ ~ I 'r t I - ~ ~ ~ ~ i ~ '
~ ~ LOT 12 - 1 _ ~ j, ~ j / ~ , i ~ '.SITE ~ I ~
Ze 19 ~ ( j I fi 12009.02 s f "f I - STA. t + ~ q ~ ~ i ~ I I pp s as.os 0.28 Acres 1 ~ ' ~ ~ ~ i, i '
HYDRANT E" ~r r ~ ~ i ~ t'
i i ~ ~ ~ ~ ~ ` l ~ ~ vAl I ~ L__ _J_ - ~ ~ ~ ~ ~ ~ l I vAl. r~oz _ ~ ~ ~ I ~ ~+rrApp DAt K
~ ! _ - ~ 1 - ~ ~ i i e ~-w NYatANr ~ ~ I LOT i 1 I ~ ~ _ I I I i ~ r p
~ S ~ rn I fl 2010.53 sq. ft l ~ LOT .9 ~ , ry• ~ ~ 1 M, , , LOT 10 ~ ~ I i , _ _ . _ r
~ p ~ 1 ~ 0.28 Acres 1a2f 1-8:05 sq. ft ~ ~ ~ 1,2236••-55 s t LOT 8 ATA q ~ 0.29 Acres I .,-~r
• ~ - _ ~ 0.28 Acr 13050.97' " % ~ ~ = S69'S5'15"E + ~ ~ es sq. t
~ ~ . , _ ~ ~ ~ ~ ~ ~ 0.30 Acres I LOT 91 ~ ~ ~ ~ ~ o ~73~15 N i , ~ ~ r I
~ - ' i f 12812.54 s ft o ~ ~ l f T - ,73.84 ~ I w ( ~ ~ I ~ ~ ! ' q i ~ \ V
0.29 Acres / ~ ~ ~ ! R 300.00' i ~ ~ ' ~ ~ p r ~ ~ i / ~ ~ ~ = 143.40 ~ T i ~ I xEY MAP VICINITY 1VIAP
LOT 7 SCALE; I"=10041 1;3278.63 sq. ft
ti I 32 8.E ~ ~ , ~ ~ L ~ ~ ~ 0:30 0:30 Acres NOTE:
i ~ ~ - REV TRC HA5 DATE DESCRIPTION
x ~ ~ 1~ - _.~~ar ST~2T ~ p I 10 S.Y. CLASS II APPROVED A MODIFlCATION TO ~ REDUCE STR T
T ~ ~ ~ `4> SS-2 I l _ DOUBLE ; ~ B'x8" tEE LO 92 rL ~ ~ - _ (Il ~ ~ ~ \ RIP+RA~, INLET EE WIDTHS TO 26 FROM 30 COM M aN ~ a ~ ~ PRbTEC110N ~ TO ALLOW THE MINIMUM SIGHT DISTANCE
12598.6 ~ ~ _ _ ; w/T.e. e - ~e ~v 0.29 Acres / o -4 "~B" TEE SSP- Q ~ \ TO BE RE ' AREA _ " DUCED To i 5o STATE MI I ~ THICKNESS - 35 ( N MUM)
~ 1 • _ - - 25 ~ , 22+Op 8 DI WA ~ ~ ~ IN CERTAIN CURVES. \ rn
- ~R LiNE~ N ~ ~ a RW T
- - ~ Q ~ ?3+pp ~ 2 T W a" c.v. w - LO 93 ~ , _ o ~n u a 200 o CH = S8 '4153'E =i NOTE: AL ~ , $ , ~ _ L RADII AT STREET
15706.94 5q. ft 2 ~ ` - _ ~ v ` ~ ~a ~ = 37 46 28 INTERSECTIONS T ' ` ~ ~ T = t 0 8E 30 UNLESS NOTES: 42.84, I NOTED OTHERWISE,
0.36 A r ! ~ ~ - _ ~ _ _ SS-2 I ~ c es ~ ~ ~ - _ _ ~ ~ i , - -26 T_ ~ • ~ ~ u R = 300.Q0 .ZONING: CU RS-12 (02-31)
~ ~ o L = 194.2p I ~ ~ ~ .CURRENT LAND USE: VACANT
0 ~ T TY ~ .TAX MAP: 78-i-90, 249-2-16
\ \ ~ ~ ~ ~ NOTE; ALL PROPOSED WATER AND ~ ~ ~ I ~ ~ ~ I 8° U INV. 804.84 ' ~ ss 4 _ .PLAT REFERENCE: PB 27 PG 9
SEWER SERVIC ES MUST BE LOCATED AT ~ ` _ ,j ) I -aA Kzc e' T TEE w ~ ~ Wq ~ STP 75
OR NEAR THE CENTER OF EA H T ~ .l ~ hsroRMEp ~ ~ C LO 1 I rAs R • I a- c~rE vaivf ar- i I ~ '~R ~ " 1'• 1 STP-48 - 835.71 .TOTAL AR (I ' , 10d; LF ,80 EA. 52.86# AC. F ST- A , -CAA S SSP-26 - 833.83 X.
EO~t. WITHIN THE PUBLIC RIGHT-OF-WAY. ~ S ~ ~ I i ~ vAtvE eoX ~ ~ P ~ 2.0~ _ . E IMPERVIOUS SURFACE AREA: . 0 Ot AC.
~ ~ j ~ Fi~a~ ~ I 8" 3-wAY HYDRANT i i of ~ SERVICES MUST NOT BE LOCATED WITHIN ~ i x apt _1 - . EX. PERCENT IMPERVIOUS SURFACE AREA: O.OX ,r 2 STP-27 825.84
RIV Y ~ , ~ ~ ~ LOT 55 ~ _ - r D EWA S. LOT 54 i _ _ _ ~ R I 11202.9,04 s f ~ - ~ 2002, 35 s f q t I T-4 . EX. PERVIOUS SURFA AR R TA ~ SSP-25 - 819.84 CE EA. 52.681 AC.
q ~ LOT CH.~ 7 I ~ 0.28 A r ~ 4.28 Acres i « S. 6 ~ ~ c es i 12128.57 s • v, o e = X13 56 CH.= S76'46 46"E ~ ~ Z+00 ~ 43 . EX. PERCENT PERVIOUS SU A o, ~t ~ {i ~ RF CE AREA: i00A~
~ ± 0.2$_--A es ~ ~ ~ T = 36.6'' e = ~I3 5614 a ~ ~ ~ ~ , ~ , ` 0, T = 36.6'` ~ NEW IMPERVIOUS SURFACE AREA: 11.131 AC.
~ , I t + ~ ~ I ~ R = 00. _ ~ \ ~ ~ ~ R 00.00 i. NEW PERCENT IMPERVIOUS SURFACE AREA: 21,14X
~ _ J ~ I: 7 .79 2. PERVIOUS SURFACE AREAL 41 - _ " - .531 AC.
~ ~ -r _ I- i- LOT 67 ~ ~ I OT 7 ~ 6 ~ ~ _ ~ 3. PERCENT PERVIOUS SURFACE AREA: 78.889
12318.32 sq. f 50 RIGHT OF WAY _ 1.32 sq. f I ~ ~ , ' ~ 4. SOIL.' CcB, McCs, MoE, Ct,@=, M~B~, CeC M
- 0.28 Acres ; - - --L_-- - 8 Acres , - ' ~ r-" ~ 1 s, oC 1 .84'1. - ~ 5. DISTURBED AREA: 39.08f ,
9.5 31' BACK OF CURB 9.5' - J _ ~ ~ . % AC - ~ ~ ~ 8. PERCENT DISTURBED AREA: 74.21X
~ 2.5'' 26' PA D ~ _ , -...-r. f VE 2.5 ~ I-~ - ~ - ~ / x , ~ BIO-R T >TEN ior~ ~ L T 6!3 7. UN~SRfftBED AREA: 13.381 AC.
~ ! ~ ~ ~ _ - _ ~aEA N3 CLA S ~ 12 88 9 - ~ iq. ft 8.P
~1 ~ ~-?j it'~ ~ .1 ~ ~ TYP, ti• Approved by the Technical Review Committee for 2 years, subject to l ~ OUT ET P C 0.2 Ac/ ERCENT UNOlSTUR~D AREA: 25.799: es
MAXIMUM icy T ~ ~ ! approval of a separate lord-dlsturpin permit and or erosion c SIOPE _ i y T. s.oPE MAXIMUM 9 ~ antral plan, 1 ~ -~I ~ La = 22' ~ ~ . 9. TOTAL LINEAR FEET ~ ~ - ~ OF STREET: 6,004.71
SLOPE 2z SLOPE 2z si.oaE / and may be extended in accordance with the provision of section s W1 = 15 1 . A A ~ VIFR GE SLOPS 4,8271
z.~ 9- -8(e) of the Point Devel ment 'n op Ordt once. I ~ YY2 = 6 ~ ~ • ~ . ~ TOtAC~ ~NUI~iBER .flF L~1FQ 101 LOTS
1, A0; SLI~A(,~ 1.~3 6111tif1P - / /1 WAi~:RSt~: (~'f Y l.AiiE 1~tCA~ 'ItERS ,~2, 3 ~ do 4
a ~x _tf-~ 7~a -----------------~4 ~ ,THICKNESS = • ;1 ~ ~ ~ ? ' 0. DISTANCE TO NEAREST FLOODWAY AS
Director of Planning and Development Date •/,1 ( / A. DEFINED BY FEMA: 463 FT,
TYPICAL ROADWAY SECTION • Ai,1, I I ~r, PROPER ~~iM/l TAKEN FROM
v.s SCALE: 1 =40 HORII. MAR.$Y, " ~ ,
_ , . z a_~ - - 1 =4 VERT. ~ NO. 0 RN
. _a - - - - ~N 2. THIS PROPERTY IS NOT LOCATED 1MTHIN A - - ~ ~ SPECIAL FLOOD HAZARp AREA AS
i . _ ~ ~_.._T-__ _ _ ~ f - - - - - - - - - _ SCALED - - _ FROM FIRwI COMMUNITY PANEL N0. 37 1t _ - ~ -
- - - - _ - - _ _ _ { - . f I { ~ - - O 3 - 00088 AND 37011300068, DAZED MAY - 18, 1998.
j ~ - - - - ~ . _ - _ - _ _ -
- -t - - _ - dal
_ - - - - ~ _ - _ 1~ ~ - - - _ _ _ - - - _ _ _ 1
_ _ _ _ - - - _ - _ - - a F
- - - - _ _ - - - - - - _ _ 1 _ 1 - - _ _ /wwr
-
- _ i l ~_y _ . - - - - - - - - - = - - - - ; - - '3 a,.
- - _ _ _ _ - - - - _ _ _ - ON - .
4 ~ - • ~ ~ - _ - _ _ _ - - - 0 - _ - - _ - i ~ - - - - y
- - - - -
_ _ ~ _ 0 - BED ~o~ nrcc
# - , ' . ~ - - : j- -
y__... - - - - _ - - + _ _ CONTACT ONE~CALL C - - - - ENTER - - 1-8®ON63Z•4949
_ _ - - - - - - a _ ~ . Thek dawi~ arc iewvrreats of iavice red ~6tll ~emiie die
_ - - - - _ _
_ - - --r _ _ _ _ - - Mheth~r the project 16r which _ tlky xn; mde is csavrod or na. They uc - _ - - not to be aiod lry me oMner or xqy other person on otha
- - - - _ _ V r-- ~ - - - ~ - - _ _ - - _ - - pmjecborex0enpontlo _ - - - - this project except by aSroement in wri6o~ aid Mph eppropr~Ne ~ to camp - -
~ _ -.i - - _ - - - - - - _ - - - - - - - - - - - - i _ 1_ - _ - - - _ ~ . - -
- - -1--- -t ~ - _ - ~ - - - - - _ _ _ - - ©Copyr~t 1003 by Wescott Engiaeerioe & Consulsi~, PC, All Ri Rexavod _ - _ BBB
- - r 1 - . _ - _ - - - X - _ _ _ , - - ~ - - t - _ _ _ - _ _ _ _ Exceet s permitted ands tk United StMn C - oP3'~ Adof 1+176, no pert of the
- _ t_ - - - i - - - - - - _ _ _ - _ - docoxnnt mn be reprodeced or dntribeted in 6orm a - ~y b5' ~7' o>e~ rvid~agt - - _ _ _ the wnda patm~swet of WectcoN Engioeaing do Cow, AC.
- - - . - - _ ~ _ 830 - - _ - - _ _ - _ _
_ - - - - - - - _ r ~ ,r.~_ - - - _ - _ _ _ _ - - - _ _ - - LOCATION
- - - _ _ _ - - Vii. f- } = 8 - 20
: - - t - _ 1 r . ~ - _ - - - _ - i - _ ti - - _
_ _ _ ~ - ~ - . _ ; _ 1 - - - _ ,
. _ - - - - - - t= j: ~ _ _ - . _ $ -
. t ~ r _ _ - - t - - - - - - _ , _
. ~ _ ~ 1 -G F- - - - - - i ~ - - ~ r _ - _ _ _ _ - - - _ _ _ _ ~ _ - - . _ - 7 1217 - 1227 PENNY ROAD - _ HIGH POINT ,NORTH CAR _ - - - -
r • ~ _1 - - - LINA - - HIGH POINT TOWNSHIP GUILFOR - - - D COUNTY
_ _ _ - ~ t _ $ ~ 1 - - - _ - 1 $ - - - - - - - - -
"f { _ - ) r{ { } - - - TITLE
pit _ y -
1 I - - - ' - - - -i - F- 7 -.j ~ - - _ _ _ 4 _ 1 I _ _ _ _ _ - ~i - - - _ I ~ - - - -1.. _ - -
820 - - _ _ _ _ - - _ - _ _ - - - - _ , _ - - - * - _ _ _ - -
1 r - - - - - - -i-. - - - ~ - - _
: _ _-t- _ - _ - - a- - . ~ - - r._ t-. _ _ _ - - - t - - _ - _ - -
- _ - ~ _ - ' - - ~ - t . _ _ _ _ _ _ . - -
c r=- - - _ - _ t-- - - - - - - - - - _ _ r - - - - - - _ _ _ _ _ _
_ R _ _ _ _ _ _ -.K _ _~_-1 _ - - $
- - - _ _ PRO~CT N0. E-111 tauu
- - - - - - - - ~~,a a,,, ; - _ _ - e~~
i _ r- _ _ _ _ _ _ _ - - - r- . - - - _ - DATE: $/22/03 ~ ~ - ~ _ _ _ - _ - - A110N
_ - - - - - _ _ - - - SCALE: AS N i OTEp
- - - - - ~ - - - r t _ - - _ DWG. BY: ST MW E _ , ~ -
t j - - - - - _ _ - + r -t _ r- ~ t t _ f.- _ -r n~~
_ CHK. 8Y y ~ `r
- SHEET y
810 = $ - - _ - - y tt _ - ~I
8+00 19+00 800 of ~uh~n~t
20+00 21+00 22+00 23+00 24+00 25+00 IF 25
25+00 26+00
NOTE: ALL SANITARY SEWER TARP SEWER TO BE PVC WESTCOTT ENGINEERING & CONSULTING, I'C OWNER/DEVELOPER: 4135 ME
SDR 26 PIPE. SEE DETAIL S DETAIL SHEET F NDEAtHALL OAKS PARKWAY iEE
BEDDING INFORMAT". _ t0 MEET Ct't'+f OF MR. S DART PARKS , S~~ ATiQN. PM XwAc. , LLC HIGH POINT, NC 27265 HI(1 ' $ P.Ov PHONE [phone] FAX: [phone]
. 2711 3 . 6825