20051406 Ver 1_Complete File_20050725

?-- Certification of Completion
'1?1 --tk aS
DWQ Project No.:
Applicant:
C Af 454
County:

ag C4- U W 9 b
MAR 2 4 2000
UENR - WATER QUALITY
tNETtANDS AND STCRkMATER BRANCH
C
Project Name: ?(ZCEZEc?A-Z
Date of Issuance of Isolated Wetland Permit: ?vc7 tl5-r
Certificate of Completion
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
Divisdnn of Water ()nnlit?bAail Service-Center, Raleigh, NC,27699-1650.-This-form-array--be returned-to-DNVQ-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, Gi4P«C9A1 , 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 sup/
Signature: Date: 3 - 6 - Z
Agent'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:
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.
oS 1q06
Signature: Registration No. Date

W ATFR
pG
7
r
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Garner, North Carolina 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 4, 2005
Subject Property: Breezeway West Phase I
Garner, NC
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1406
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional'Conditions
Dear Mr. Blackmon:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.09 acres of wetlands, 41.78 feet of streams and 3400 square feet (ft) of
protected riparian buffers for the purpose of constructing single family homes in a subdivision at the
subject property, as described within your application dated July 25, 2005, and received by the N.C.
Division of Water Quality (DWQ) on July 25, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3374 & 3302 (GC3374 &
3302). The Certification(s) allows you to use Nationwide Permit(s) NW 12 & NW 18 when issued by the
US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAM Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 OversighttExpress Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
4
Naturally

Mr. Chad Blackmon
Page 2 of 3
August 4, 2005
Amount Approved (Units) Plan Location or Reference
Stream 41.78 (feet) PCN
404/CAMA Wetlands 0.09 (acres) PCN
Buffers 3400 (square ft.) PCN
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return. the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Level Spreaders
The level spreaders must be redesigned and relocated so that they are constructed parallel to the
site contours.
V

W. Chad Blackmon
Page 3 of 3
August 4, 2005
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse River Basin riparian buffer protection rule as described within 15A NCAC 2B .0233.
If you have any questions, please telephone Cyndi Karoly at 919-733-99721 or Deborah Edwards at 919-
733-9502.
Sincerely
AWK/ijm
Enclosures: GCs 3374 & 3302
Certificate of Completion
cc: Mr. Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC 27515-3097
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051406BreezewayWestPhl(Wake)401+buffers
TO: Staff
NC Division ;of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
ATTN: Staff
JOB CODE:
DATE: 07/25/05
X Attached:
Under sem
2005 1 406
RE: Breezeway West Phase 1, Thompson Rd. Garner, NC
No. Copies Description
7 PCN
7 Set of Details & Maps
7 Set of Data Sheets
7 USACE Notification of Jurisdictional Determination
7 Set of Site Plans
7 Wetland Map (signed copy)
14 DWQ Regional Office stream reports

Notes:
R r= 1 f
D
JUL 2 5 2005
DENR - WATER QUALITY
VIA FAX -PAGES Including this Cover
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO: RECEIVED BY:
DATE:
X FOR YOUR REVIEW
FOR YOUR APPROVAL
_ FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 www.delineationsplus.com
Please notify us immediately if enclosures are not as noted

TO: Staff
JOB CODE:
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
ATTN: Staff
DATE: 07/25/05
X Attached:
Under separate cover:
20051406
RE: Breezeway West Phase 1, Thompson Rd. Garner, NC
No. Copies Description
1 PCN
1 Set of Details & Maps
1 Set of Data Sheets
1 USACE Notification of Jurisdictional Determination
1 Set of Site Plans
1 Wetland Map (signed copy)
2 DWQ Regional Office stream reports

Notes:
D Ig (S?
,uL 2 ? 2gp5
,.` ae, W
)'in'`-
--VIA FAX -PAGES Including this Cover X FOR YOUR REVIEW
OVERNIGHT FOR YOUR APPROVAL
_ MAIL _ FOR YOUR USE
x HAND CARRY AS REQUESTED
TO BE PICKED UP RETURN COPIES
COPIES TO: RECEIVED BY: IGNED-
DATE: S
Jo an Hopkins,
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 www.delineationsplus.com
Please notify us immediately if enclosures are not as noted

Delineations Plus
Wetland & Stream Delineation,
Mapping & Consulting
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
07/25/05
2006 1408
Jonathan J. Hopkins
President
Phone: [phone]
Fax: [phone]
To Whom It May Concern,
Enclosed is the Pre-Construction Notification (PCN) for the project known as Breezeway West Phase
1, on Thompson Rd. in Garner, Wake County, North Carolina. This PCN is an application for a Section 401
Water Quality Certification. This project is being undertaken by Black Cap Properties, LLC. (547 Benson
Rd. Suite 102, Garner, NC, 27529), hereafter referred to as the applicant. The applicant proposes to build
13 single family homes, with appropriate infrastructure, for speculative sale in Phase 1.
The applicant's purpose is to construct a marketable single family residential complex within the
constraints of topography, area, cost, environmental impacts & regulations. This project seeks to produce
single family homes for sale in an opening suburb of Raleigh & Garner.
This project site has been inspected by the US Army Corps of Engineers, Raleigh Regulatory Office.
Ms. Andrea Wade did the wetland line verification and stream jurisdictional call. She has approved the
surveyed wetland map & has signed it (copy enclosed). A copy of the Notification of Jurisdictional
Determination from Ms. Wade is also enclosed. DWQ Regional Office documents on stream jurisdiction are
also enclosed.
Thank you for your time in reviewing this Section 401 PCN
qu do s, or require any additional documents.
S cer v_ I /n I I ?/
Jonatyan Hopkins, MPP
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
wetmeadownta att.net
Mailing Address:
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
Please let me know if you have any

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 005 140 8
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 18 & NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here` ?
4. If payment into the North Carolina 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: ?
H. Applicant Information
D
vg)@ Aa
1. Owner/Applicant Information 2, 5 20d`?
Name: Mr. Chad Blackmon ?v
Mailing Address: Black Cap Properties WAtYS'.Or?
547 Benson Rd, Suite 102
Garner, NC 27529
Telephone Number: 919 427-6979 Fax Number: 919 772-8205
E-mail Address: [e-mail]
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: Mr. Jonathan Hopkins
Company Affiliation: Delineations Plus
Mailing Address: PO vox 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217 Fax Number: 919 932-7217
E-mail Address: [e-mail]
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 VSGS 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: Breezeway West, Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451 & 1700748437
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): Breezeway West, Phase I
Directions to site (include road numbers, landmarks, etc.): From 1-40, take exit 298a, US 70E
& NC 50S Turn right & follow NC 50S. Turn right onto Timber Dr. Take Timber Dr. to
Thompson Rd. Take Thompson Rd past Elkin Lane on the left to Torrey Lane on the right.
Torrey Lane accesses site.
5. Site coordinates, if available (UTM or Lat/Long): N35.68510, W078.63816
(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):-H. 66
7. Nearest body of water (stream/river/sound/ocean/lake): UT Benson Lake / Swift Creek
8. River Basin: Neuse .
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http _//h2o :enr_state.nc_us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Vicinity land use is residential, was once agricultural. This
land was forested slope until it was logged more than 5 years ago. Now the lower area is
forested and the middle area is briar patch. The upper area has been previously used for
residences and has a large metal outbuilding associated with the manufactured home, and an
abandoned single family home next to Thompson Rd. (all to be removed).
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: This project
will be a single-family residential development consisting of residential buildings, sewer &
stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The sewer stream crossing will be installed with ditch digging & pipe
assembly equipment, pipe laying & grading equipment. Utilities that are installed below ground will
use backhoes, bobcats and ditch witches, and above ground utilities will use bucket trucks and pole
installers. Roads will be laid with appropriate grading & paving equipment. Buildings will be
assembled with the help of bobcats, fork lifts, 18 wheel delivery trucks, concrete trucks and cranes.
Landscaping will be done with the help of bobcats, heavy trucks and earth excavating tools
11. Explain the purpose of the proposed work: To produce single family homes for sale in an
opening suburb of Raleigh & Garner.
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 USAGE 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.
No prior history
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.
Phase 2 of Breezeway West, the western area going down to the 100 year flood plain, will
probably have stream & buffer impacts. Phase 2 is waiting on the possible addition of land that
will allow the developer to create a through street & not a cul-de-sac. This through street will
have. less impact on the stream & buffer zones than what can be done with the land already
owned, in a cul-de-sac design. The acquisition of this land is still in the planning process, &
thus Phase 2 must be delayed until the land issue is resolved. Phase 2 plans are holding until
this purchase is made, or rejected.
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Stream & Buffer impacts: the 2 perennial
streams the applicant is crossing for one sewer line are less than 50' apart. Hence two Zone 2 areas do not
exist. Zone I impacts are equally divided between the two streams for reporting purposes. The sewer impact is
about 20' wide and it crosses each stream "perpendicularly" (between 75'& 1059.
Wetland impacts: the only wetland in the proposed developed area is 4394 sq. ft. Of that, 3947 sq. ft.will be
impacted by stormwater controls.
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***
A Perm., stony, x2o 0.0906 No 45 P/M Bottomland Forest

1.13i cnLu 11uYau separately aria tdentuy 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://www.fema.gov.
*** 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: 0.10087 acre (4394 sgft)
Total area of wetland impact proposed: 0.0906 acre (3947 sq fl)
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?
leasespecify)
1 Perm., lay sewer 20.89 UT Benson Lake 15 Perennial
2 Perm., lay sewer 20.89 UT UT Benson Lake 8' Perennial

last 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
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 41.78 LF
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: None proposed.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and iaentay temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: Pond creation is not proposed.
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.
1) Plans for 20 lots were downsized to 17 lots (total Phase I& Phase 2). Phase 1 will develop 13 lots.
2) Two original road crossings for the stream were changed to 1. One of these crossings had slope fill impact on
the buffer zone. The current plan has 1 road crossing, in Phase 2.
3) Eliminated sewer line that ran parallel to stream in Zone 1.
4) Left some wetland without impacts.
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 NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/nc-we.tlands/strmizide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project's wetland impact is less than 1/10th of an acre & our current stream impact is
below 150'. Thus, no mitigation is expected. If mitigation were necessary, we would
propose paying into the Ecosystem Enhancement Program for mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/l*ndex.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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
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 X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ? -
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X 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 2360 3
2 1040 1.5
Total 3400
- ,one 1 extends out sU teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easemelit, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
As mentioned earlier, impacts are low and no mitigation is expected. If mitigation is required,
the client proposes to pay into EEP.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious surface is about 9937 sq. ft. Total acreage on the site is 11.66. Proposed
impervious surface is 19.81% (See Preliminary Plat sheet C100 & Lot Detail attached to maps).
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will hook into existing city sewer.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
64/ G ?-/ t vie. (v
Applican A dent ' Signature Date
s signature ' id only if an authorization letter from the applicant is provided.)
Page 12 of 12

DELINEATIONS PL VS
?'.du,d Jt 6Mexa, r)?lisfetlon
?J. Riah?td T,Y??9uRfa lG4 ?rn? Hs?u:ina. ;?ti'Y
ltit4?1, Kl YJr613 Flkppe: ! 9:91 y;?.''7'.' 1
Fax
4e- tAutlyorit Agg orm
ALL BL.
"vKS TUBE M LED INN By Ci1REN'£ t _A NLk) N-ER
Na
m:
Addrem:
Phone:..-
Project aarrle ! description:
F?^t?/
Date:
n' 0 Depsinment Of the Army
US Army Corps of Engineers
W*nington District
RAleigh Regulatory Field Office
6508 Falls of Ow Neuse Rd.. Suite 120
Rakigh, NC 27615
Attu: Ms. Andrea Wadi,
Re: Wetlands & Stream Consultu,se & Peroiitting
Dear Ms. Wade,
1, the current prapeiry trwner, hereby desiPata w.d authorize Delir%eat;osri viusu ,:) att r;11 1??y
behalf as my agent in the PFOCxssing a: 4Oa andlor 401 pelmit applications, to fuV11411 t.l?Gr, , utst
supplamez W information in supper- qt applications, erc , trorti this clay £omertl. This it t be V-,Iy 0r
r.. (!L 4 £-- 20rJ5A-
T1 ds notification supgrc.c4os any agar i4-us cor
xttN7' owner's nine
Cc: Ms, C,ynldi K4iroly
NCUlaNR
Division of'A'ater Quay
401 Wetlands Unit
2321 Crabtree Blvd. Suite 150
Raleigh, NC 27604-2260
Id WCO-1:0T SOCIZ `a` .uT•lr. SIC car-?.6TG : 'ON XUJ S9DI(1c19S rNI?I331AJN3 NOM:,OTI-g : 140dA.

W

w
3a

I ?z

' 0
w
a
N?Z
V

W
o
CL o
I
?o
II
I
?
??
c
G Q
•vC
Z J JJ d'3
z
a3 00:
I a ?u.o vo
> I
-S318VA ?

Y
1 V
U
va
bA E

?.5 U
? bt ff

?
WUedj
r.. O

o T
c
3
0 a
? m

Q 0
0
0

M
m
N

°o
N
o0

v

A
_
m W ?
fD
i? m
?
O
('1 N
?... 0
O
C
b

t.i .

ti

•J
"C3

v
O
O
J
.A
V?
(D
I
R°
? o
O
? o
l.Jl
O
O
N
ILA
-P
ON
co
v
O
w
N
J?.
Uh
w
to
O\
w
00
to
RO
O\
.::
t!i
N
O
O
to
oN00100 cv vDitn? O r onvvM
v oo O
0 zm
-1 z M Z a r-0Dm-zz D m mmmm vo m
NT oz z z ? cn v r r D?z? ?rm v v v v g
mz -u to rzvmmmmv.D vv D z o
nmK mnyD? 0 v,zcD??NCcD O«DVVaoW ?
.. mX.. y0 N cnmm0Pz-n? m 0Of ?p
Z cn m { • • Ul O m R,
ry)
z m
c
W
m
X -1 V V r'[' 7 D :f7 0 !n O> N
_ ONjAOm 07 WNW1D 0 VVx-1 Z' NO?0) A... G+C- 0o
N T W A W D D v
O O m (n O ra N O O o 0)
O O O
0 O N v .N..
(D ;u
CD z
-u F3 -4 C/) O Nm ? d uoi? rv0voN Nvw mC (All
O O =z c A 0z C x
z o
00 3. Oz D O v
Z ;u
W mm m` cn zm r
c
r 0 :E
co Q
--N4 L"ai
n C) O
m <p vA m
v
x
b
ty
00
cD
O

ie Ate}
W 714
tv
=� z
w
LUNA FIRAI�
ma v,, -zl

-- s
NCDW Stream Classirication Form
ProjectName.1?6MOj•M River Basin: County: W?? Evaluator
DWQ Project Number: 1l Nearest Named Stream: jj'J)93 Latitude: Signature:
Date: 16 Wld"l USGS QUAD:LC,[p LJ ((?t?0?.•?r-.1- Longitude: Locatio ' ections: i> 1- r
"PLEAS N ME: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not cessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this ¢ ?f+ U" / 1
rating system should nol be used* I l t-I C+/.,1
Primary Field Indicators: (Circle One NumberPerbne) )tlJ 5 OW-4 F es
1. Geomorphololzy Absent Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1
2
3
3 Are Natural Levees Present? 1 2 3
4 Is The Channel Sinuous? 2 3
5) Is There An Active (Or Relic)
Floo lain Present?
1
2
3
6 Is The Channel Braided? 1 2 3
7 Are Recent Alluvial Devosits Present? 1 2 3
8 Is There A Bankful Bench Present? C OZ 2 3
9) Is A Continuous Bed & Bank Present?
CNOTE• NBed & Bank Caused By Ditchin¢And IV ENET 0
Sirc,osity Thrn Scare
=0'1 2 3
10) Is A 2id Order Or Greater Channel (As Indicated
On Tono Map AndlOr In Field) Present? Yes=3
o N
PRIMARY GEOMORPHOL OGY INDICA TOR POINTS:
II. HvdroloQV Absent ,
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharee Present?
/0
1. _
2
3
PRLIIARYIIYDROLOGYINDICATOR POL"S. D
PRIMARY BIOLOGY INDICATOR
)is-
Secondary Field Indicators: (Circle One Numbe PerDne)
3) Does Topography Indicate A
Natural Drainage Way? 0 1 1.5
SECONDARY GE0,11ORPHOLOGYINDIC4TORPOINTS: c.<
H. Hydroloav Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since C 5 1 1.5
Last Known Rain? NOTE: Ditch Indicated hi 49Above S This St And 05 Below
5) Is There Water In Channel During Dry 5 1 1.5
8 Are wcttana Plants to ?treamoed? SAV Mostly OBL Mostly rAC W Mos C: Mosey FACU Mostly UPL
i•NOTE: (fTotdAbnnceC"!PlanvbrStreambed 2 1 .75 0 0
J Ot oyr SF is.SJ TM1 V n

r
2
SECONDARYRYDROLOGYINDICATORPOINTS. M
NCDWQ Stream Classification Form
Project Nam or JVAyr? l`J RiverBasin:V?' County: W-t.K-/ Evaluator. J
DWQ Project Number`: Nearest Named Stream: Latitude: Signature: f
Date: USGS QUAD: Longitude: Locatio ections: S Z CC1C) S+y? 4y
"PLEASE NOTE: Ijeva/uator and landowner agree that the jmture is aman-made ditch, then use ojthis form is not n essary. d?
Also, if in the best professional judgement ofthe evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used"A I/Ldj? }Yt?
Primary Field Indicators: (Circle One Number Per Line)
?
L Geomorphology Absent Weak Moderate Stron ire d
1) Is There A Riffle-Pool Sequence? 0 e 2 3
2) Is The USDA Texture In Streambed 1
Different From Surrounding Terrain? 3 I?•lJ51?
3) Are Natural Levees Present? ?7 1 3 J t
4) Is The Channel Sinuous? 0 (? 2 3
5) Is There An Active (Or Relic) 11 sLC+

FloodolainPresent? 1 2 3 rp? 6?
6 Is The Channel Braided? 1 2 3
7 Are Recent Alluvial E?Uosits Present? 1 2 3 1u I VA
8 Is There A Banldull Bench Present? 0 1 2 3
9) Is A Continuous Bed dt Bank Present? 0 1 3
10) ft v Y" Order Or Greater Channel (As Indicated t '
On Tong Man And/Or In Field) Present? Yd=3
PRISMYGEOMQRPHOLOGYINDICATOR POINTS:
IL Hvdroloev Absent Weak Moderate Strone
' 1) Is There A Groundwater
F ow/Discharee Present? 0 2 3
PRIMARYHYDROLOGYINDICATORPOINTS.__j_
}III. ..1. Absent Weak Moderate Stron
Are i 'ous Roots Present In Streambed? 3 1 0
s
Z) Are Rooted Plants Present In Streambed? 3 2 1 0
3i Is P h on Present? 2 3
'valves Present? 1 2 3
41 Mo PR11?'iRYBIOLOGYINDICATOR POINTS:
5.
,? 45
?.. at
5 - Secondary Field Indicators: (Circle One NumberPerLine)
L Gemnorpholory Absent Weak Moderate S n
1 Is ere A Head Cut Present In Channel? 0 .5 1 1
'•' 2) Is There A Grade Control Point In Channel? 0 .5 1 .5
3) Does Topography Indicate A
J Natural Drainage Way? 0 .5 1
t SECONDARY GEOMORPHOLOGYINDICATOR POINTS.- 44. e
Fk'-
r
H. Hvdroloev Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter en
4) Is Water In Channel And >48 Hrs. Since 0 .5 1
Last Known Rain? NOTE: Ditch Indicored In #9AI, ve SkiThi:Ste And #3 Below
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growing Season)?
SECONDARY HYDROLOGY INDICATOR POINTS:

8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(• NOTE: tfTwol Absence OfA ll Plans In Streambe 2 1 / .75 .5 0 0
AsNot d Ab ve Skip This Sim VAZESS SAV PresenM t t„
5o?r? r?? ??? 13t5
titer
(3lS
eN,

T.
p
NCDWQ Stream Classification Form
Project
Name' y5M? ?J River Basin: tJN$-t/ County:wq.? Evaluat
®
DWQ Project Number:Near
est Named Stream:
Latitude:
Signa
Date: USGS QUAD: Longitude o (Jr
5
"PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of thisform is not r J
ry.
Also, if in the best professional judgement ofthe evaluator, the feature is a man-made ditch and not a modified nl rural stream--this
rating system should not be used *
Primarv Field Indicators: (Circle One Numbe.PerLbm)
L Geomorphology Absent Weak Moderate Strong - - " "
1) Is There A Riffle-Pool Sequence? 0 1 2 3 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 2 3 Z
3) Are Natural Levees Present? 0 1 2 3 C>
4) Is The Channel Sinuous? 0 1 2 3
5) Is There An Active (Or Relic)
Floodplain Present? 0 1 2 3
6) Is The Channel Braided? 0 1 2 3 D
7) Are Recent Alluvial Deposits Present? 0 1 2 3 Z-
8) Is There A Ban)d'ull Bench Present? 0 1 2 3 2-
9) Is A Continuous Bed & Bank Present? 0 1 2 3 3
('NOTE: NBed&Bank C=mdBvDitchinnAndWITNOUTSinuontvThen Sccre =0')
10) Is A 2°e Order Or Greater Channel (As Indicated
On Topo_Mat) And/Or In Field) Present? Yes=3 No -0
PRIMARY GEOMORPHOLOGYINDICATOR POINTS:
II. Hydroloev Absent Weak Moderate Strone
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS:
M. Biology Absent Weak Moderate Strone
1) Are Fibrous Roots Present In Streambed? 3 2 1 0 3
2) Are Rooted Plants Present In Streambed? 3 2 1 0 7
3 Is Peri h on Present? 0 1 2 3 0
4) Are Bivalves Present? 0 1 2 3 (7
PRIMARY BIOLOGY INDICATOR POINTS:-`,-

Secondary Field Indicators: (CircleouNumberPerLnu
1. Geomorphology Absent Weak Moderate Strone
1) Is There A Head Cut Present In Channel? 0 .5 1 1.5 'S
2) Is There A Grade Control Point In Channel? 0 .5 1 1.5 p
3) Does Topography Indicate A f
Natural Drainage Way? 0 .5 1 1.5
SECONDARYGEOMORPHOLOGYINDICATOR POINTS:_
IL Hydroloev Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leatlitter K
Present In Streambed? 1.5 1 .5 0 `
2) Is Sediment On Plants (Or Debris) Present? 0 .5 1 1.5 r-.. ,
3) Are Wrack Lines Present? 0 .5 1 1.5 S s?
4) Is Water In Channel And >48 Hrs. Since 0 .5 1 1.5
Last Known Rain? (*NOTE:UDitchlndicatedb,#9AhcveSkin ThisSteoAnd#5Below•) ?'V ly D
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growing Season)? /r CJ < tU
6 Are H dric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=0
SECONDARYIMROLOGYINDICATOR POINTS.• (,

M. Biology Absent Weak Moderate Strone
1) Are Fish Present? 0 .5 1 1.5 0
2) Are Amphibians Present? 0 .5 1 1.5
3) Are AquaticTurtles Present? 0 .5 1 1.5 C7
4) Are Crayfish Present? 0 .5 1 1.5 O
5) Are Macrobenthos Present? 0 .5 1 1.5 p
6) Are Iron Oxidizing Bacteria/Fungus Present? 0 5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5 U
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(' NOTE: If Total Absence O6411 Plana In Streambed 2 1 .75 .5 0 0
As Nored.4bove Skip This Step UNLESS S4V Present`).

DATA`FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
td
Project/Site 6% b,, J D ff t. Date i, L p C.
Applicant /Owner County V_jjc LL
Investigator Lt? State <
Do Normal Circumstances exist on he site? YES NO Community ID J
Is the site significantly disturbed (Atypical Situation)? YES Transect ID
Is the area a potential Problem Area? (if needed, explain on reverse) YES O Plot ID I) P
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
9
2 V ? ?-' 10

4 AC t 12
5 5 13
6 e?- rib 4•, 14
7 G71f pU Ct1i?JS
8 -j (`j3 1 15
16
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-) . n 70
N
Remarks
HYDROLOGY
? Recorded Data (Describe in Remarks) WETLAND HYDROLOGY INDICATORS.

? Stream, Lake, or Tide Gauge Primary Indicators:
® Inundated W/.-" S?
? Aerial Photographs Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
Lax, No Recorded Data Available ® Sediment Deposits
FIELD OBSERVATIONS ? Drainage Patterns in Wetlands
Depth of Surface Water
(in) Secondary Indicators (2 or more Required):
):
V
V ? Oxidized Root Channels in Upper 12 Inches
h
Water-Stained Leaves
Depth to Free Water in Pit (in)
b ? Local Soil Survey Data
S

Depth to Saturated Soil i
0 (in) ?FAC-Neutral Test
? Other (Explain in Remarks)
SOILS
Map Unit Na a (Series and Phase): a (0PeJ Drainage Class: -J
Taxonomy (Subgroup) ,', J V ' Field Observations Confirm Mapped Type? YES NO
(j I
Depth Horizon
inches PROFILE DESCRIPTION
Matrix Color Mottle Colors Mottle Texture, Concretions,
Munsell Moist Munsell Moist Abundance/Contrast Structure, etc.
1? - n 1. R 3/4-
74
13
0
r V J

? Histosol
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
13 Reducing Conditions
ZI Gleyed or Low-Chroma Colors HYDRIC SOIL INDICATORS:
? Concretions
? High Organic Content in Surface Layer in Sandy Soils
? Organic Streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
NO Is this Sampling Point Within a Wetland? YES NO
NO
DATA FORM - ROUTINE WETLAND DETERMINATION Page 2
BATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecVSite Date 66- Z? Q y
Applicant / Owner 6
peoA?A
County Zj4 Cv
Investigator State L
Do Normal Circumstances exist on t site? ES NO Community ID
Is the site significantly disturbed (Atypical Situation)? YES O Transect ID
Is the area a potential Problem Area? (if needed, explain on reverse) YES O Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant.Species Stratum Indicator
1 -T- J _ 9
2 v _ 10
3 L\ f V) J(6 I ?t1 t , ? ?tr. 11
4 % (A V 12
5?1 1 ,vt L 13
6 14
7 f IG l f1LO r'T ?I
Iv,- 15
8 v\ _ C_ 16
Percent of Dominan Species that are OBL, FACW, or FAC (excluding FAC-) 3
ti
Remarks
HYDROLOGY
? Recorded Data (Describe in Remarks) WETLAND HYDROLOGY INDICATORS

? Stream, Lake, or Tide Gauge Primary Indicators:
? Inundated
? Aerial Photographs ? Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
rVI
ld? No Recorded Data Available
? Sediment Deposits
FIELD OBSERVATIONS ? Drainage Patterns in Wetlands
Depth of Surface Water U (in) Secondary Indicators (2 or more Required):
? Oxidized Root Channels in Upper 12 Inches

Depth to Free Water in Pit
>
I ?? (in) ? Water-Stained Leaves
? Local Soil Survey Data

? ? FAC-Neutral Test
Depth to Saturated Soil I ?l
(in) ? Other (Explain in Remarks)
SOILS ApCL
Map Unit Name (Series and Phase): 11 1 avi du f Drainage Class: LAk 11- - 1 ?? P J
Taxonomy (Subgroup)' {. Field Observations Confirm Mapped Type? YES NO

Depth Horizon
inches PROFILE DESCRIPTION
Matrix Color Mottle Colors Mottle Texture, Concretions,
Munsell Moist Munsell Moist Abundance/Contrast Structure, etc.
f? -Z U (Z 3 L..
2 --

1? 4

? Histosol
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
? Reducing Conditions
? Gleyed or Low Chroma Colors HYDRIC SOIL INDICATORS:
? Concretions
? High Organic Content in Surface Layer in Sandy Soils
? Organic Streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
Remarks:
lA/GTI A?II"1 AL'TL MAAI\ I ATI^&I
Hydrophytic Vegetation Present? YES
Wetland Hydrology Present? YES Is this Sampling Point Within a Wetland? YES NO
Hydric Soils Present? YES
Remarks
DATA FORM - ROUTINE WETLAND DETERMINATION Page 2
-DATA'FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site Date 6 ?2,3 Q j
Applicant / Owner C.IL v?;Pl?t tS ?-?- County
Investigator 6" ?tN State
Do Normal Circumstances exist on he site? YE NO Community ID
Is the site significantly disturbed (Atypical Situation)? YES Transect ID
Is the area a potential Problem Area? (if needed, explain on reverse) YES Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 ( ,C r 9
2 (,[f is ), ( ?6C' 10

4 S S (? G. 12
5 v?r S FA C 13
6 `?f d W ! ? 14
7 C -r f C?Z. FQ C- 15
8 16
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-)
Remarks
HYDROLOGY

? Recorded Data (Describe in Remarks) WETLAND HYDROLOGY INDICATORS

? Stream, Lake, or Tide Gauge Primary Indicators:
? Inundated
Aerial Photographs ? Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
? No Recorded Data Available ? Sediment Deposits
FIELD OBSERVATIONS ? Drainage Patterns in Wetlands
Depth of Surface Water (in) Secondary Indicators (2 or more Required):
? Oxidized Root Channels in Upper 12 Inches

Depth to Free Water in Pit ? Water-Stained Leaves
? L
l S
il S
oca
o
urvey Data
? FAC-Neutral Test
Depth to Saturated Soil (in) ? Other (Explain in Remarks)

Sic ?u. lfZi? ab??fi ? ? b S o ? Sl?rtc? ? ? a?? ?? 3
1 ? b S Sf?? w, L
J

e^11 C
Map Unit Name (Series and Phase):( Lle, ?,6J
I
Drainage Class: Ltd a '
Jc ctt A4 c
Taxonomy (Subgroup) Field Observations Confirm Mapped Type? YES NO

Depth Horizon
inches PROFILE DESCRIPTION
Matrix Color Mottle Colors Mottle Texture, Concretions,
Munsell Moist Munsell Moist Abundance/Contrast Structure, etc.

t3 10%

? Histosol
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
? Reducing Conditions
? Gleyed or Low Chroma Colors HYDRIC SOIL INDICATORS:
? Concretions
? High Organic Content in Surface Layer in Sandy Soils
? Organic streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
fr
Remarks: is S,A ?.L-rc 51? t ?•.
Cj??l C??- , RGI ?. Mo ?"? J G Ptc?S toJ?Lw J? YC? bit tVIN It,
S,
J 1
WV=1L AIVU UC1CRI 11114 i1nill
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
NO
YES (- ? I Is this Sampling Point Within a Wetland?
YE NO
Hydric Soils Present?
Remarks
DATA FORM - ROUTINE WETLAND DETERMINATION Page 2

PY
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521013 County: Wake U.S.G.S. Quad: Lake Wheeler
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Black Cap Properties
Address: 547 Benson Road, Suite 102
Garner, NC 27529
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the west side
of Thompson Road, south of its intersection with Timber Drive in Garner Wake County NC
Indicate Which of the Following Apply: . .
Based on preliminary information, there may be wetlands and streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are wetlands and streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the wetlands and streams on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final,
any delineation must be verified by the Corps.
The wetlands and streams on your property have been delineated and the delineation has been verified by the
Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas
subject to CWA jurisdiction on your property which, provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years.
X The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on July 5, 2005. Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official:
Date July 5, 2005 Expiration Date July 5, 2010
Page 1 of 2

Action Id. 200521013
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at 919-
876-8441 x30.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual that are adjacent to stream channels located on the property. The site contains stream channels that flow into
the Neuse River and the Atlantic Ocean.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Delineations Plus, Attn: Mr. Jonathan Hopkins, P.O. Box 3097, Chapel Hill, NC 27515-
3097
k ? J ,y ..:'?- ' ?. -?J?? 1 -?~ `.t ? y?:, i It ? .:: I S'niff' ?• ? t ' le

t?SS 'ANDvy
APPEA F?(? CS
? V® T IbIG?1?NpQF AD ?1INI? IKAIICE L OPTInI?IS AND P u
'XPPEL, F
RQ?ST. OR
1s
/
A licant: Black Ca Properties File Number: 200521013 Date: Jul 5, 2005
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTTON' I - The follo?ririg identifies your`;rights`and options re-aiding an:_administrativc appeal oftbc a(?o? e `
_.

found at http:/IWw .sace.army.rr iUineiJfuii ctioiislcw/cecwo!reg or
decision. Additional information "may he u
Q s re lations at -33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final .
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II -REQUEST FOR APPEAL or:.OBYECTIONS.TO AN:INITIAL1 PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrea Wade Mr. Michael F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
. C-1
O?O? WA T I9QG
r
O ^<
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
April 15, 2005.
NBRRO 05-096
County: Wake
BASIN:
Neuse River ` X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Thompson Road Property - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Garner (Wake County).
Subject Stream: UT to Lake Benson (Swift Creek)
Date of Determination: 4/13/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject (Not Contested) X X
B Subject at "Start A" Flag X
C Subject (Not Contested) X
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby noted that the 60-day statutory
appeal time does not start until the affectedparty (including downstream and adjacent landowners) is noti(7ed of
this decislon. DWQ recommends that the applicant conduct this notification in order to_ be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
Pw
A'CDE"R
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
r 4/15/2005
Page 2 of 2
Chapter 150B of the North Carolina General Statutes to the Office ofAdministrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineer
(Raleigh Regulatory Field Off Ice) at (919)-876-8441. 7
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
AV*A
Raleigh Regional Office 1628 Mail Service Center KOM
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
/
TopoZorle - The Web's Topographic Map
http://w".topozone.com/print.asp?z--17&n--3951882.99980858&e
A..

::?
¦¦ -
1 . ti G%
' j
r
_x.22 1 ? F

fi
?
? e
S

¦ :

?. .R. - ¦ ¦

S

AA NC
0 0.1 0.2 0.3 0.4 0.5 km G
0 0.09 0.18 0.27 0.36 0.45 mi
Map center is UTM 17 713782E 3951883N (WGS84/NAD83)
Lake Wheeler quadrangle M--8.835
Projection is UTM Zone 17 NAD83 Datum =1.379
1 of t All Z/CMS 7.5A AA
?? y??31os

rAKJE
COUNTY7%,
'
http://imaps.co.wake.nc.us/imaps/printmap.asp?pin=1700748437&pin.
ADDR2:
ADDR&
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION:
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS.
ZONING:
OLD PARCEL
NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX:
0 152 ft ST NAME:
ST TYPE:
DIR SUFFIX:
w?z 11131?5
REID:
OWNERI:
ADDR1:
0109741
THOMPSON,
RICHARD C & LINDA
K
701 THOMPSON RD
GARNER NC .
27529-5033
02736
0831
1/1/1979
3.15
0
42200
INDIVIDUAL
PT OF LT 2 PROP OF
R C THOMPSON $
WIFE
170016
1700748437
000
GA
ST. MARYS
0
0
Vacant
0
MANUFACTURED
HOME
R-5
726-00000-0209
623
THOMPSON
RD
1 of 1 4/13/2005 7:45 A3
Parcel Number. 1700748437
Map created on 4/1312005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
WA TF Michael F. Easley, Governor
9
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural. Resources
vj r, Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
0 .? Division of Water Quality
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
April 15, 2005
IPRRO 05-010
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Thompson Road - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Garner (Wake County).
Subiect Stream(s): UT to Lake Benson (Swift Creek)
Date of I/P Determination(s): 4/8/05
Feature I/P Call Location of IIP Point
(GPS Points and/or
Fla Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
A P Not Contested - major stream feature.
B P Pink "Start B
Perennial" Fla 30.5 on form
C - Not Evaluated

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi %aroly, DWQ Wedands1401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date thatyou receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. 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, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearin
within 60 days.
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
NCDEN*R
phone [phone] Custr
facsimile [phone] 1-F

4/15/2005
Page 2 of 2
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central OflYce) at (919)-733-1786, and the VSArmy Corp of Engineers
(Raleigh Regulatory Fleld OfJlce) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628

phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
TopoZone - The Web's Topographic Map
http://www.topozone.com/print.asp?z=17&n=3951882.99980858&c

r?

- ai

x r

?-
LJ

r
M >IC
0 0.1 0.2 0.3 0.4 0.5 km G
0 0.09 0.18 0.27 0.36 0.45 mi
Map center is UTM 17 713782E 3951883N (WGS84/NAD83)
Lake Wheeler quadrangle M--8.835
Projection is UTM Zone 17 NAD83 Datum =1.379
1 of 1 4/13/2005 7:54 AN
14" �:Wll
�.. ¢'i' ` -i. + z1�1 .'dt �r6 rg b.•i t - yap :`tr
By Y R
AI
�' Sf P Y � i .� ' - �• J'
�� ,�.i°tS T.. �, ,�..E _ e � "`, .. .. -_ ��.Hn' ,�Y-f 3o-,. .~�s�u�"�� ..>_TM 'P'•. +r`,•�-ax
� F ��•`s�ab
s C � 1 i; 3i`S' .;, rc.* ' �;
f s
ad
aG
s/`t �G' ,�yt. aua. P
d$ 4i ttpy �6K.s
4 ?v
�.�s d`S a fa X e'�d ��, '•� s.• r` �,.ak a3a.'Lo6`�>xd
rYs
. ( �.
Mal
1 ry j X. iy'
T �a iYw�J.Y N"=sAIM

$' `V a"Am:".
WAKE --' ra
CWN" Ti",
http://imaps.co.wake.nc.us/imaps/printm4p.asp?pin=1700748437&pin.
REID:
OWNERI
ADDR1:
ADDR2:
ADDR3:
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION:
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS:
ZONING:
OLD PARCEL
NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX:
0 152 ft ST NAME:
ST TYPE:
DIR SUFFIX:
w?z //3/07 5
0109741
THOMPSON,
RICHARD C & LINDA
K
701 THOMPSON RD
GARNER NC
27529-5033
02736
0831
1/1/1979
3.15
0
42200
INDIVIDUAL
PT OF LT 2 PROP OF
R C THOMPSON &
WIFE
170016
1700748437
000
GA
ST. MARYS
0
0
Vacant
0
MANUFACTURED
HOME
R-5
726-00000-0209
623
THOMPSON
RD
1 of 1 4/13/2005 7:45 AI
Parcel Number. 1700748437
Map created on 4/13/2005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
20a X406 5
METES AND BOUNDS ALONG JOB N0: 163001
TIMBER DRIVE AREA IN WETLANDS 4394 SF (0.101 AC CENTERLINE OF STREAM CHANNELS NOTES; NAD 83 COORDINATE WETLAND POINT LISTING AS OF 6/24/05 DWG: TOM623 REFERENCES
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. WETLAND FLAG NUMBER NORTHING FASTING NUMBER DIRECTION DISTANCE
o ~ A1D+ 704290,1646 2107576.5214 L1 S 32'51'28" W 32,65' ~ 2. AREAS COMPUTED BY COORDINATE METHOD. OB 11398 PG 447 AX ID 0070450 PIN 1700741451
Z ~ A2D+ 704276.6099 2107572.3582 L2 S 42'10'34" W 34,30' DB 5319 PG 752
SITE ° m 3. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD A3D+ 704274.3543 2107552.9093 L3 s 51'45'06;; w 33.13' ~ rn A4D+ 704294.7484 2107543.6443 L4 S 72'15'26 W 13.22' DB 2736 PG 831 AX ID 0109741 PIN 1700748437 DASHED BOUNDARY LINES FROM REFERENCED SOURCES
o ~ < A5D+ 704321.2517 2107514.1383 L5 N 81'40'03" W 24,72'
A6D+ 704357.4518 2107495.0402 L6 S 77'41'07" W 44.42 A7D+ 704376,9541 2107461.1874 L7 S 77'06'08" W 40,33 11.7 AC -F/-- GROSS
L8 S 80'28'33" W 29.22' L. ~ ABD+ 704392.6809 2107465.6818 LESS 0.2 AC +/--25' EX. R/W (THOMPSON RD) DB 5926 PG 906
*`t` A9D+ 2107518.4441 L9 S 672759" W 12.25 ~ 704384.2887 L10 S 81'15'34" W 73,63 11.5 AC a-/~- NET
VICINITY MAP NOT TO SCALE + A10D+ 704360.0948 2107527.9562 '36" W 24.13' L11 S 52 26 A P A PORTION OF THIN PROPERTY DOES LIE IN THE FEMA
, f;'`,~.A'~ A11D+ 704347.5397 2107546.8886 L12 N 78'15'37" W 3L34' Z ~ ~ A12D+ 704306.5646 2107556.7969 L13 S 84'44'18" W 50.56' DES DESIGNATED 100 YEAR FLOOD PLAIN REFERENCE FEMA
0 ~ ~ ' ;~,v~`~;~!~, ~ „ 36.76' FIRty L14 N 84'47 54 W FIRM PANEL # 3.7183G0543E (ZONE AE) EFFECTIVE DATE 3/3/92
~~~1~~ ° 1'10'21" W 39.93' ~ L15 N 6 , .
~ L16 5 72 35 26 W 32.89 'tiN~~~~~ L17 S 6728'25" W 44.31'
J p fiA~" ~ L18 N 18'26'16" E 21.80'
" NEUSE RIPARIAN BUFFERS L19 N 73.32'07" E 36.99'
z ~ L20 N 15'09'01" E 53.07 ARE MEASURED 50 FROM TOP OF STREAM L21 N 15'09'01" E 18.79'
, „ BANK BOTH SIDES L22 N D3'2D42 E 1D1.2s'
L23 N 55`48'28" E 46.95' L24 N 29'0740" E 60,04'
L25 N 25'10 01" E 39.42'
~ 4 L26 N 02'02'43° E 29.47
L27 N 12"15'45' W 35.60 N /F a~ N/F L 8 N 10'26'51" E 42.06 J N /F
Q 2 IRVING TABLET z CHARLES TABLER L29 N 08'1519 E 55.53' RVING TABLER
DB 6301 PG 285 DB 6197 PG TAX ID 0204~~ )B 6197 PG 586 -AX ID 0204.762
TAX ID 0204763
We \ CHANNEL IS APPRO%. 15'
HANNEL IS APPRO%. B' ~ WIDE AT THIS POINT
VNDE AT THIS POINT CP _ _ _ S 89'36'14" E 1468.02' _ ® ~ ~ _
J _ CID
NCGS MONUMENT a ~z ~ NOTE: ~ ~ ` e x` ~ ~ ~ - "RAND" ~ a ° ?z THE AREA WEST OF THE MAIN STREAM CHANNEL FROM - TORREY LANE I
NAD 83 COORDS ~ ~ re " ~ THE SOUTHERN PROP T " " ,5° 18" 12~~ N 705577.1321 N F m ~ o ~ ER Y LINE TO LINE. A HAS W cMP RcP 12" GRAVML -MVE RCP I PRIVA`fE DRIVE;~_----- I
/ / ~ Z F Z cPP E 2105336.2946 RAYFORD IVEY ' ~P 0~ NOT BEEN EVALUATED FOR WETLANDS AND STREAMS
z DB 9583 PG 1896 = ~ TRACT LINE I U
LINE 'A" r e a ~ / Q ~ ~ ~ e NAD 83 COORDS E/I TRANSITION POINT TAX ID 0077407 A>7oN 9 N= 704472.5881\ ~ m
N 87'45'02" W 152.72' ~ T po E= 2107488.0380 DWQ JURISDICTION BEGINS ~ti~ ~~pp ~ °1 CORPS JURISDICTION BEGINS DB 1 1398 PG 447 I N
N J ~v q p y 2 'p q ~ v DB 5319 PG 752 I TAX ID 0070450 U) 3:
`d' /O v 1 D~ 9 \ / M /N E ALUATIO / /2 PIN 1700741451 IRC U
o W IN THIS AREA ARIAN BUFF--~ y ~ TRACT LINE 736 PG 831 ELISE RIP r- L _ DB 2 W SEE N TE N N i z
~ ~ J ~ ~ A TAX ID 0109741 ~ ~ ~ ~ ~ W ~e ~ ~ ABD+ PIN 1700748437
r °z r Z i ~1 A9D+ NOT TO SCALE < N M i Q ~9 L8 SEAM A7D+ I M O NO IMPROVEMENTS SHOWN o z
~ Z o ° N ° I ~ (~s Uo RUNE OF S AtoD+ / ~ ~ z z ~ ~ X16 L14 U3 ~N1E AB Ow
N/F o Q 11 ~ X112 ~q A11D+ °w~ ~ g ~ ~ ~ , ,ENO NO OTHER IMPROVEMENTS SHOWN ti GERALD GILBERT F,; ° ~ , 9 s -TOWN a_ co
aA DB 8918 PG 1145 ~ N ~UFFER I a
~ ~ R- jpAR1AN - - - TRACT LINE I I tom- >
o TAX ID 0050479 ~ I ~ f1E~E NON-JURISDICTIONAL 12D+ TRACT LINE TRACT LINE o, ~ ' - ~ ~ DRAINAGE FEATURE A4D+ tD+ ~ NAD 83 COORDS ~ 1.`9
~ ~ N• 704280.7787 55.88' 156.49' N 89'2743" W ~ ~ / E= 2108607,3997 ~ ~ ~ ~ ~ N 89'2T~4~3~' W CP N 89'26'37" W CIS
~ ~ N /F ~ ; , N 89 27 43 W 212.37 IRON PIPE N 89'2743 W 0 CP ~ ~ • o - ' ~ / 2 0.00 60,00' CP 66.88' CP N 89 28 27 W 395.08 89.91 N 8936'02 5 80 CP I
HRISTOPHER BAKER ~coNTRa FouND ~ N as, G C IRON PI ~ CONTROL ~
DB 6483 PG 501 FouND ~ ~ {y~ v r.. NAD 83 COORDS TAX ID 0050478 ~ ~ N- 704258.7849 l C1 ~ ~ 1 "1 1 ~1 ~1 1 31 1
~y o E= 2107019.7803 ~ m ~ ~ ~ ~ J I~ ~ ~ ~ ~3 2 I I I
I ~ PRIVATE OPEN SPACE I o_ I ~ / ~ o" BREEZEWAY SUBDIVISION BOM 2000 PG 1858 z BREEZEWAY SUBDIVISION BOM 2000 PG 1858 I
~3 a0 PG 1858 ~ I
~ I ~ i / I Ili o~
x- I ~ ~ ~ ~ O
n W J ~ ? F
O _p
~ ~ C9
r
NOT TO N
SCALE ~
3
'v N O
O ~D
O N ~
NCGS MONUMENT U N . MA YS WNS P WAK H
"MARTINE"
NAD 83 COORDS H I N A N L N 702716,6326
E 2106644.9206 STREAM EVALUATION AND
WETLANDS WERE DELINEATED BY A JUN 4 100 0 100 200 300
DEUNEAT10N5 PLUS 6308 J. RICHARD DR. SUITE 104 RALEIGH NC 27613
PHONE [phone]
THIS MAP IS NOT PREPARED FOR RECORDATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF LEGEND 'Scale 1 100' LEGEND
I,ETHAN N. STAUFFER DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN SECTION 404 OF THE CLEAN WATER ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS - AD+ WETLAND FLAG
UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE PRESENT ON THE 517E ao+ effn.aeo PLAc SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, RcP REINPOeceD coNCR BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS ccP coRRUCATED PcAS~~ RCP REINFORCED CONCRETE PIPE CCP CORRUGATED PLASTIC PIPE
THE RATIO OF PRECISION AS CALCULATED IS 1, 7500+. WITNESS MY HAND AND DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS cMP coeauca>ED METni CMP CORRUGATED METAL PIPE IPF IRON PIPE FOUND
AND SEAL THIS 24TH DAY OF JUNE, 2005 ® PP IRON PIPE PouND FROM THIS`DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL « cP coMPUTED PoiNT ~ ~ CMF CONCRETE MDNUME CP COMPUTED POINT CMF CONCRETE MONUMENT FOUND J,
PKNF PARKER-BACON NA NAME: PKNS PaRNER-KAEON NA A PKNF PARKER-KALON NAIL FOUND PKNS PPARKER-KALON NAIL SET IPS IRON PIN N SET SET
- U IPS IRDN PIN SET OWNER P/P PawER Poi IPS STAUFFER AND ASSOCIATES P/P POWER POLE
l' CONTACT: R RicwT oP war q~ ~ TITLE: r~~ S.F. SDUARE FEET i. / _ BLACKCAP PROPERTIES, LLC R/W RIGHT Of WAY SURVEYORS, P.A. S.F. SQUARE FEET T
r ~ ' r DATE, I 547 BENSON RD, SUITE 102 DB DEEO BooK AC ACRE D8 DEED BOOK PB PLAT BOOK
_ - - GARNER NC 27529 PB P>aT BooK I/~ ryrp~-1 i f~fq, - i PG PAGE -"'`7Uil~~ AID: BOM BDDI( OP MAPS PG PAGE BOM BOOK, of MAPS LF LINEAR FEET 315 Summers Walk Circle
~ SURVEYOR ~ uNEAR FEET OPW oVER HEAD POWtR LF OPW OVER HEAD POWER Garner, North Carolina 27529
~ n ~l i ~ sa. (yU~; ;~1= ..~E" 4MRE w' j~~'°+saouaa>" n0 PE LINE ONLY WIRE TLO TIE LINE ONLY
~°''~~J ,'tiy, t~ J 1D0 STREET ADDRESS ' i , u L - 3839 _ loo STREET ADDRESS 919-661-8294 919-661-9909 Fax
~fAi'+dibiiS+„°° - - - LWES NOT SURVEYS LICENSE NUMBER - - LINES NOT SURVEYED ncsurveyor0ool.com

J
NCDENR SUBl~/II THOMPSON ROAD - GAR DATED: July 14, 2005 ~I I TTAL
~RNER, NC
_
~r_~c~c~r.~~%r~~~
. ~~~s
JGnF JvA'Glr tJi.~~.;'r
'+'~'fFM~:.40 S70RNWl.icF ~y~%yC
SHEET INDEX
SHEET 0000 COVER SHEET
nMgeR oR~~ 0
0 nMgeR ~R'~f SHEET 0001 EXISTING CONDITIONS & DEMOLITION PLAN
Z SHEET C 100 PRELIMINARY PLAT
0 P_ Y ~d'7FSC" i ~ ~T[~ l'` @ ~R f - 4a :_F E v'.I.
a 3 q A
0
SITE ~
MONABREEZE SHEET C 120 UTILITY PLAN
SHEET C 140 GRADING & STORM DRAINAGE PLAN
LUXORWIND
SHEET C 150 EROSION CONTROL PLAN
SHEET C 160 ROAD "A" DR. PLAN & PROFILE
~ k.-. ~ 'a !!T)t <Yib' T](\ `i ~3 4~ F ,'•~o.'[R'<` '(3T s._E~
A ~
fT~y y'
I NORTH NORTH . .x~ 1 _ iT` i~ ~ ~-J1"T'... . .
VICINITY MAP
NTS
DEVELOPER: BLACKCAP PROPERTIES, LLC
547 BENSON ROAD SUITE 102
GARNER, NC 27529
PH [phone]
LANDSCAPE: TONY M. TATE LANDSCAPE ARCHITECTURE, P.A.
ARCHITECT 5011 SOUTHPARK DRIVE
SUITE 200
DURHAM, NC 27713
PH [phone]
~ Edens Engineerin Civil Engineering -Land Dev 6521 Creedmoor Road -Suite 204 ring, P.
Development Services
Raleigh, NC 27613
ph: (919 844-1821 U~ as
'i c~ a
fax: [phone] zr
~m
email: [e-mail] ww3 z
~q N w Wpa
VINpd
o~wr
wmw0
1

i ~
ti Ex. MH y Rim 256.59
Inv, In 248.90
~ Inv. Out 248.70
y Ground MH 255.9
/ ~ Zoning: R-40 ~
r'
~ y r
FHYD WV
/ y
h f I
' f / I
r - - --I I, 4,
/ / ~ / ~ ~
~ ~ NSF ~ ~ ~
~y Charles Tabier ~ _ _ ~ E - ~ Existing Building {Typ.} NSF r lil I
/ DB 6301 PG 285 ~ ~ r -J Existing Sanitary Sewer Tax ID 0204783 Irvin T ler ab 9 ~ DB 6197 PG 586 I ~ I '
Easement Width Not Verifie ~ Zoning: R-20 ~ ,I rax ID oao47s2 ~ ~ i M'"-~l
i ~ i ~ ~ ~ i Zoning: R-20 I', ' ,''a ~ ~
/ Spot Elevations / ~ ~ ' ' ~ i _ I , ~ _ - - r - - ~ ~ _ _ A roximate Location P,P
- i at Center of ~ I ~ ~ ~ ~ m ; , ~Fzis~g 15"-CMS - i ~ i ~ Chan el i % % ' i ~ ! ~ ~ ' ~ - - ~ n s ti ~ ~ ~ ~ ; i - - _ ~ ' - " - TQ B~ REM VED - ~ Existing B" DiP WI,. M"""~ ~J - ~ i;
Zoning: R-4O ~ ~ ~ ~ ~ ~ _ . = ~ - _ _ _ ~ ~ ~ r.~~ ~ S 9' .4 - -t ~ ,
~ ti 1 ~ ~ ~ - - _ .r, ~ ~I ~ ~ _ _ .r .M ' ~
/ ~ ~ ~ ~ ~ - ~ _ d ~ ~ - _ - _ ~ m ~ l 6 ~ ~ ~ r ~ ~ ~ I ~ y ~ i • ~ ~ _ , - - _ - - ~ ~ ~1"~PREY ;LANE _ _ ~ ~ ~ Existing 12" RAP A~ , - - ~ , 4
- - ~ ~ / R _ _ ZONE o o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ hard Lindir~Thom son__ - ` xis'~in-'Privotc~,Grovel rive - ! T ~ ~ ~ $,1 E' 9 ~ 0 B REMOVED, - ~ ~ i ~ M-*~ ~ ~ i i~~~
y ONEr ~ ~ / QNSE ~/A ON- i i ~ ~ ~ , OWnerf Rip ~ ~ p - _ ' ~ ~ = - ~ ~ Inver t A ~ -t-~ - - ~ ~ 2 v a ZONE, ~ ' ~ ~ I PIN. 1,700741451 ~ ~ - 277. - - ~ - - BE REMOVED ' ' ~ . 7.. - 7-- - - - - - _ ~ ~ I ~ _ _ ~
1 , ~ ~ ~ Zo~ , 'Exlsti~n"Conc. Slab - _ ~ ~v_ 275, 9 ~Ihv.~ln.~97.54- ~ 1 ~ BU FEAR _ ~ ' I ~ ~ rnn R~4 ~ - - _ - ~ _ - - Inv. `hut 298.43 I ~ ~ ~ i': - ~ ~ ~ i ~ ' I ~I
i 50' o c~ ~ ~ ~ ~ ~ A ag .5 t ~AC _ ' : B ELI OVED - - _ • v m o r ~ ~ ~ cue ~ ' ~ - " . - - _ . L~ ~ ' . - RESOURCE c a o i ~ ~ ~ ! ~ ~ Us Resi'dential' - ; inv. ?960", - ~ ~ " / ~ ~ ; ; a
0 3 V Q ~ ! ~ ' ~ i i i ~ ~ ~ ' Ekistin ~ CONSERVATION ~ ~ ~ ~ ~ ; ~ ~ ~ j ~ - - - ~ / --_i~ ~ 18 Q ~ CM 296.6 / ~ ~
/ BUFFER ~ ~ ~ - ~m ~ ~ ~ V - - _ _ - - - TO B ~ REMO D t wner: Qwner: Richo d ~ ' indo fih` m son , V 9 P x296.5 i ~ r ~ , PIN: ~ 170074$437 ~ ~ ~ , / Tract Line ~ ~ i
~ ~ - • Rg' ~ 1896 .c ~ ~ ~ ~ . 1 _ _ _ / ! ~ I Bonin y ~ g. I ~oning:lR-5~ j ~ ~ ~ ~ ~ ~ ~ ~ ''a ~
~7 ~ ~ - - - ~ Aoreagi _ ~ ~ , f l~se• R~ Acr~ag~: 3.~ S AC , ~ ~ ~ / / / t~ I se• R' identi 6 ~ B Q i ~ i
Ex. MH ~ ~ _ 1 H i ~ ~ ~ s I 296.5 ( ~ ~ ,
y~ Rim 255.83 ~ ~ i ~ ~ ~ _ - - _ - ' ~ ~ ' I ~ ,11 - - - - - _ ~ ~ ~ ~ ~ Inv. !n 242. 5 ~ ~ ~ _ ~ ` _ ~o ~ ~ ~ ~ _ % ~ ~ j ~ i i
/ Inv. Out 242.3 100 F I n ` ~ ~ _ , _ ~ - ~ ~ ! ~ ~ 2 . ~ hip ~ ~ , i ~ ~ _ ~ - _ Ede Existin ~ I 9 i ~ Conc. ~ Existin E ~ ~ n
Ground ~ MN 254.5 ~ ~ _ ` _ - - - - - - ~ - ~ ~ ~ ~ - i~ ~ ~ ~ ~ ~ ~ - W ~ Slob Metal i , ~ I fy ~ , xistin f~um Hou sd Deed~d~R W o , H
N \ ~ - _ ~ ~ m ~ ~ ~ ~ c} ' ~81dg. ~ 9 P ~ ~ ~ ; '~~i it I - _.1 92 9 - ~ '0 8E REMOVED i D8 5 8 PG 08 _ ~ ~ - 7. 4 I v j'' In 30 8 ~ ~ I'
~ ~ ~ ~ ~ ~ ~ - - - - - - - ` a ~ I ~ ~ ~ ~ ` ~ ~ ~ - ~ ~ - ~ ~ , y , ~ I ~ i ~ ~ ~ ~ ~ ` - - i ' ~ TO BE REMOVED ~i~ ~ ~ ~8" P:' Inv. _ ' ~ Out 301.3(} \ ; ~ ~ _
r p , ' i ~ ~ ~ ~ ~ Pp. 0 1_.9~- i t i
~ ~ _ - o' - J / ;~T,v~ ~ ! '
~ ~ ~ r C ~ ,ac Line T~ t - t ~ ~ ~ r - l u - ~ _ 8 fe i ' ml I iI I ~ I iI I ~ o~ o; _ _o TELE „~'a +1 I +I ` I I 3,
f iv ~ i ~ ~ ; ~ ~ _ _ _ _ _ ~ ~ TO'~,BE REMOVE ~ ~ ~ ~ N ~ + I', 1 ~ I o 1 ~
v ,N, .~-r ` ~ ~ ~ - ~ ~ ! ~ Z ~ ~ - ~ ~ ~ _ - - ,I ~I cv i
- _ ~ - - - ~ i ~ ~ - - - - - . - A8 - 1 , o-~ ,r ~ A9 ~ ~ i , , i , ~ i ~ ~ I I, f i;
- t ~ I , I Zoning: r ~ ~ ~ - o ~ ~ _ ..z--~'~ ~ ~ ~ ~ t ~ ~ ~ { ~ ,`;1 J ' ' ;;`1 I
o z R-20 ~ eam~ _ , . ,'S0 ~ Ex'isting, 1 ~ ~ ~ , . _ , - ~ ~ i Str_ ~ Red ~a c - , _ ~ ..14l~tlonds. ~ , .e _ 9'~ fe _ 1 ~ ~ ~ 1 i i xistin B 'iidin T ~ i I ~ .....J L ~ E 9 u 9~YP)
S: ~ ~Ut off.. ~ ~ _ ~ y ti 9 _ _ ~ ~ ~ 7~ ~ ~~394 SF ~ ~ c o ~ - i , - - ~ L 1 ~ TO BE REMOVED ~ ~ i i U ~
_ '1 . ~ 4 ~ ~ ~ I ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ Existing Bui'ldin (T ~ ~ ~ ~ A
C Q Q _ ~ i ~ , W ~ ~ ^C k - 7/! ~Q ~ i ~i ~ --i . ~ i ~ ' N - - ' ~~li i g f ~ et;z ~ I ~ TO BE REM D OVE ~
x~~ ~ o ~ o ~ ~ ~ ' RESOURCE _ ; Y ; ' ; ' , ' - ~ _ _ ~ j ~ w Ni v v r a ~ - _ - , ~ I ~ ~ r ~ i ' I ~ 3
a~ c ~ ~ Q 1 ~ CONSER-VA~ION ~i ~ ~ 4 - RU FED ~ - P ~ ~ w l ~
w ~ ~ ~ 5 ~ - \ . A .t a ~ ~ ~ _ 12 ~ - . . 1 ~ I ~ ~ ~ I' r~ 1 ~ i L- ~ m Q ~ v~ ~ ~ ,
o ~ r.{. S - g i ~ i ~ _ r - a t in L T~ Tc e i J~ 1 ! ~ i~ .ri yna. " i... r...~ a , r a t in ` L T~ 6E T RED 0 D C @
_ i ~ r i B R . ~ = ~ ~ , I I ~ ~ ~ ' ~ ~
Zonin ~ .~I - / ' ~ ~ - - 9• ~ _ - ~ ~ ~ ~-~I - i ~
R-20 RO - ~ ~ - _ ~ _ ~ - ~ ~ ~
N P E FOUND EX. EOP' i ~ ~ ; ~ _ N 89'2743" W 212. ~ 1 89'2743' W'200.00' ~ ~i " ' ~ ~ , _ _ 'A~_ - ~ I,~I ~ ~ xisting 1-Story ~ ~ ~
. - - ~ ' ~ '+i; ~..r % 9' `6+~ ~ ~ - ~~N 89'28 27" W 395.0 IRON PIPE FOUN ~ ~ - r.. ~ - ~ o ~ Monuafact red ome ~ I L~- . - - - - W N 8 6' TO R OVED , N t' - - - - I ~ ~ ~ ~ ~ ~ ~ ~ ~ $9 36 02 W 450.60 ~ ~ ~
. . ~ W ~End/5 Conc. SW ~ _wv- , - - - - - '
and 30 C'&G (Stondord) , ; - ~ - - - - - Existin Breezewn Suk End 5 Conc. ~W ~a ~,r
9 Y R BOM 2000 PG 1858 Breezewn Subdivision ~ and 30" C&G (Standard) E istin greet-Li"ht 3 Y ~ 9 9 ~i D00 PG 1858 ~ H
i ~ A 3 _ - o ~ ~ Zoning: R-15 R-15 N, {
Private 0 en S ace ' ~ ~ xisting Wat Valve ~ ~ p p ( g ~ ~ ~ ; ~
~ 8 ~ 6 5 I ~I ~ ~ m ~'i;: 5 4 3 2 1 g
_,II ~ a i ~ ~ ~ IC. ~ i ~ , ;,Ill
~ Zonin : ~ 'Q-- ; . A r 'm ~ ~ 9 ro ~ ~ ~ ; PP oxi q~e Locatwn i" III I';'~
R-20 ~ s Existing 8 DIP WL rn ~r ~ o, Existin re ew b ' i ' 'III ~ ' ' I I I 0 I i
o g B ez ay Su div sion ( ~ ; , ~ ! ai ~ i
h BOM 2000 PG 1858 '~~G I ` To Ri 272. 9 N Zonin : R-15 P 2 ~ 9 ~ i I - - ' Shelf Pro' ct Side} 265.72
, Inv. Out 25,21 U Ex. ' i h
i 1 d
y _ [I I ~ I I `i ' 1 i ~ o Ex. Sanitary
o Sewer ~ - I I ~ ~ (~j
i y h ~
i ~ ~ N 0
I ~ Top Rim 27 .50
~ Inv. In 263.70 ~ I ~ inv. out 263.50 Ex. MH MONABREEZE WAY
~ ss - ss 60' R W PUBLIC
i N / O
CO O ~ ~ _
~ Ex. MH
Rim 254,26 Inv. In 239.46 ~ j ~ FHYD
Inv. put 239.26 1
Ground ®MH 251.7 1
t
,,,,,,{{{PPP,,,
~N CAR®~~is
~ P••°ESS/•~~~~'°is d' Q~ Oti .e y
- L e
73 2 0
GRAPHIC SCALE ~ ~.7I ~ V I a
i 9 '~,GINE~'• ~ ~ 50 0 25 5Q 100 20D °°°'Q oe 90p •~EO
io~dP B. 1,`~a PI{B11
( IN FEET) PRELIMINARY
1 inch = 50 tt NOT FOR
CONSTRUCTION
ens n In erln e
Civil En ineerin -Land Develo went Services g g P
6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
ph:(919~844-1321
Taal: (919) 844-1SV3
email: [e-mail]
Drawn By: JSE July 14, 2005 cool
Checked By: 3BE

I
I
Zoning: R-40
ill
I I
N/F i
i Charles Tabler N/F I
DB 6301 PG 285 Tax ID 0204763 Irving Tabier I . DB 6197 PG 588
Zonin R-20 9~ Tax ED 0204762 (
i i Zoning: R-20 ~ ~ I I
I I'
•i I I e
Zoning: R-40 r .r
r ~ m 4 ~ y w y ~ y m m y ~ r~ ~ - 'v N~ y ~4 . y y w v v J. e w •Y ~L v v
Y ~ ~ Xy ~ ~ ~ RESOU~RCE~ ~ I - - - - - - - - - - - - - I (
I ~ , w ZOi~E o w 2 ONE ~ a ONSE~RVATION ~ A ~ ~1 ~ w ~ ZONE ~ ~ BUFFER \ ~1 I---------~ r- r--------, I I
a, \ W w ~ ~ v~ ~ r 1 wti y I I I I i t I I I I I
50' ~ o " r /'~U RE~SOUf~CE ~ y c ;o„ ~U~ ~ ~ ~ A v I I I I I I I I I I I I I ~
GONSERVATON v ~ ~ r I \ y ~ ~ ~ Q • w ~ ~ V A $ I I I I l f ( ~ I I I 9 10 11 I I 13 I 8 I 12
BUFFER rn ' ~ W - W ( \ \ I ~ I I I 1 I I I I ( I I 15,082 SF
Y w y ~ ~ w ~ ~ ~ ~ ~ ~ I ~ ~ 20,369 SF 1896 w PRIVATE OPEN SPACE ~ ~ ~ a ~ ~ w ~ ~ ~ Ay ~ x ~ v 0.47 Ac. 20 36 F I 15,080 SF I I 15 057 SF 5 SF ~ 15 5 0 SF I I 9 S I I 0.35 Ac. I I 15,03 I ( , 3 I 0.35 Ac. 0.35 Ac. 0.36 0.47 Ac. ( ~ ( ( ~ I I ' I 0.35 Ac. I I Ac I
~7 ~ ~ a a I wT0 t`3E MAINT,~INEp~~ ~ Y y .~h ~ ~ w ~ \ y V v I I ~ I i t 11 1
BY THE HOMEOWNEfb'S w ~ ~ y. . ~ ~ ~ ~ ~ ~ ( \ A • ~ v \ I I 5' ROW J ~ ~ I I I I I I I I DEDICATION I I
~ ~ w .,.ASSOCIATION s ~ ~ ~ ~ I \ AQEA~2.87~ Cw ~ ~ w ~ ~ w ~ ~ v i ~ , ' I I i I I I I I I
~ ? I C ~ ~ w . 4, y ~ 100<. Flood I n ~ ti- 5Q~ • - \ \ P GR[ENWAY ~ I v ~ ~ i ~ I I I ~l (---------J ~..._--------1 1---------1 I---~-----~
o w i.. w w a- w ~ e m W ~,r'io' ~ .y 1~- ~EASE~fENT ~ I \ ' m i w ~ o e w w y ~ ~ ~ w W ,y I \ I I
. / o f ~J .i, m ~ w~ m ~ v- w y L . ~ ~ ,i, i ~ ~ ~ I ~ ~ HC RAMP I I E
v k• w Y w a~ w y a, w ~ y ¢ o m ~ y ~ w I ~m'•) / _ 55 R/W
~w ~ w . ~ ~ y ~ ( 24 068 SF w w w v a- ~ w m~a- ~ . ~ + m . o ~ ( 'F
I N o I I
y ~ ~ W ~ ~ ~ , ~ ~y ~ ~ ~ ~ offer N O O p 29' B^B O O ~ O ( i ~ I I 1•+- +
I w ~ w w w m ~ t, ~ • u, ~ W u ti, ~ ~ a~ yi"Y ro .--r.~ / ~ v ,i, m y m .v w ~ a v. ~,Y ~B /L u. W / ~ ~ . RdAD A
• ~ t r ? ~ ~ . ~ , I N
_ _ _ WIDEN TO 1 2 OF A
Zoning: ~ ~ ~ ~ f • ~ u-. ~ w ~ w ~ w y w ~ ~ w ~ ~ 50, . Existing. ~ ~ 41' B-B SECTION N 3 o ~ ~ I ~ o!
R-2o 1 • W w ~ ~ , U, ~ ~ ~ ~ , ~ ~ offer Jam. .Gtetlands.l \ \ ~ NEw 5' I I ~
f ,y w w N w a ~ `y w~ m w w ~ B ` • 4,394 •SF ~k / ~ ~ \ f SIDEWALK U m ~ r---------~ r----- I z
o o~ y ~ w ~ ~ ~ I ~ \ W r ~Q ~ ~ W w ~ ~ ~ ~ ~ ~ ~ - - I I i I I I I ~ QI
~ ~ I ~ z
' ~ ~ k ~ ~ / ~ . ~ ~ ~ ~ w W ~ . ~ ~ r ~ RESOURCE- ~ . ~ ~ • .a ~ i w W b `Y Q ,W . t .y ,U v - - r ~ u W Y v ~ 6 • ~ GONSERVA~TION-~ ~ i ' . , ~ 19 78 ~ w r ~ " ~ a ~ ~ ~ DRY ~ SF , / i`----' I I I I I I I i ) o 4 3 ~ 1 3 / / I I I I I I I I ( I I
y y o y ~ ~ ~ ~ ~ ~ w y, ~ ~ BUFFER . / l ~ ~ A POND ~ ~ 0.45 Ac, / i I W / I 15,024 SF ( ( 15,050 SF 1 I ~ i 15,125 SF ~ / 5 I I 5,076 SF ~ I ~ I I m
w• a,. ro .u ~ e y w . . ~ ~ ~ . ~ . ~ 1 c \ \ ~ 0.34 Ac. 0.35 Ac. 0.35 Ac. 0.35 Ac. a / / 1~1 ICI III II -
i ¦ 3 / I ~ I I I 15 203 SF I I I I I i Q i I I I i ~ U
w yNRB~ - . ~ 1 ~ . . ~ ~ , ~ ~ . ~ ~ / l • / l 0, 35 Ac. I I I I I I
' ~ 4 ~ 1 .~;,I l ~ Zoning: ~ ~ ~ ~ ~ V 1---------J L / / I I I I I I I
~ a w ~ R-20 ~ ~ - ( I L-------- I----- J
u / 1_ ~ _ I I ' ~
i
- End 5' Conc. W W S ! , ~ ~ :l
and 30' C&G (Standard) I ~ ~ { I Existing Breezewi I I :xisting Breezeway Subdivision
a 80M 0 P 30M 2000 PG 1858 ~ I M...~
~Q 3 i~~~ 200 G1E o ~ Zoning: R-15 ii A ~ IP .oning: R 15 ~ ~ I I'
Private Open Space ~ z ~ ' it I I
J r i ~I a] ~ II ~ ' I i~ i
AI Gd ~ i~ a I~;I 1 I '!III i ~ ~ I I I ,
Ill~o I Zoning: ~ ~ q i ; ' ~ I ' ~ i IH I
R-20 ~ ~ ~ I i i m I ~ I ~I ~ , I mill ~ (
d Existing Breezeway Subdivision III I l BOM 2000 PG 1858 I III'' ill I
it III ; ~ Zoning: R-15 Ill , , { ~i i i
~ III U ui I~ I ~
i ~ I d
~i i9 o I~ ~ I
III j ~ ill
~a ~l N '
N
3 MONABREEZE WAY
60' R/W (PUBLIC)
N O
~ _T.___
p _ ~ i ~ ~
i i
i) UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED
ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
CONDITIONS FOR CONDITIONAL ~!SE DISTRICT SITE DATA TABLE AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER ~i'i<iu
PROJECT: BREEZEWAY WEST, PHASE I IMPERVIOUS: HIGH DENSITY OPTION EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL AR ~~°~®i
1. EACH HRME WILL HAVE A MINIMUM OF 2,600 HEATED SQUARE FEET. MAX ALLOWED = 35% ACCEPTANCE. °O. gSlp .,N .
2. EACH HOME WILL HAVE 2-CAR GARAGES. SITE iNFORMATK)N: JURISDICTION: TOWN OF GARNER PROVIDED = 19,81
EXISTING ZONING: R-40 , R-5 (C-79) 3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXISTING USE: VACANT CLIENT INFORMATION: BLACKCAP PROPERTIES, L.L.C. SIGNATURE .2 3y -
STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 (CU) MR. PAUL CAPPS, MANAGER 2 CHIEF ENGINEER ~ v,
PROPOSED USE: RESIDENTIAL MR, CHAD BLACKMON, MANAGER 4. UNIFORM MAILBOXES WILL BE USED FOR EACH HOME. WAKE CO. PIN 1700748437 547 BENSON ROAD SUITE 102 . 7
1700741451 GARNER, NC 27529 DIR. OF PUBLIC UTILITIES ~R ~~o®` ei~o RODE
5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENT) TOTAL TRACT ACREAGE -APPROX. 11.46 AC PH 919 772-8205 ~ria~mtiN
OR OTHER ASTHETICALLY PLEASING FIBER CEMENT PRODUCT. NOTE: 100-YR FLOODPLAIN EXISTS ON SITE ( ) PROJECT IS WITHIN THE LAKE BENSON CONSERVATION DISTRICT TRAFFIC ENGINEER
PRELIMINARY CONSERVATION ENGINEER
LOT INFORMATION: PROPOSED # LOTS = 13 ENGINEER: EDENS ENGINEERING, P.C. NOT FOR
MINIMUM LOT SIZE = 15,024 SF ATTN: JARROD B. EDENS, P.E. MAXIMUM LOT SIZE = 24,068 SF 6521 CREEDMOOR ROAD -SUITE 204 ~ CONSTRUCTION .04
GENERAL NOTES AVERAGE LOT SIZE = 15,418 SF RALEIGH, NC 27613
SETBACKS: R-15 ZONING: PH [phone] n 1 n rn
1. THE TOWN OF GARNERS UNIFIED DEVELOPMENT FRONT: 30' FAX [phone] ORDINANCE CONTAINS DEVELOPMENT STANDARDS FOR SIDE: 10' EMAiL: info®edensengineering.com
SINGLE-FAMILY AND MODULAR HOMES; PLEASE REAR: 25' GRAPHIC SCALE Civil En ineerin -Land Develo went Services g g P
REFER TO SECTfON 6.8. CORNER: 25' ~ u ~ ~ 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG MAXIMUM BUILDING HEIGHT = 35' ph; (919} 84-x-1321
r- „
II-It NtUSt KIVtR BUFFER WILL BE REQUIRED PRIOR lax: iVv)) b-t+-1nc3
TO ISSUANCE OF A BUILDING PERMIT FOR OPEN SPACE: REQUIRED = 1.15 AC (10%) INDIVIDUAL HOMES. PROVIDED = 2.87 AC (25%) IN FEET ~ email: info ,edensengineering.com t )
1 inch = 50 tL Drawn By: JSE
July 14, 2005 cloo
Checked By: JBE

~ MH 1 at Center of IMF'ACIkU tiY SRNI IAKY SEY(!~~, ~ ~ ~ ~ ~ ! ~ ~ t ! _ tv ~iiynr - _ _ _ _ _ ~ r /MH ~ '~i ~ ~ ~ , ~ ~ ~ w~ ~ ~ ~ ~i 1 ~ u~ ~ +GI~SANI~ARY~ _ _ ~ ~ ~ S E AI2T BELOW i / ~ ~ / ~ ~ ~ ~ ' ~ ! 1 AEE - _ _ _ _ " ~ Channels E ~ ~ ~ ~ ~ l ~ , ~ cv ~ _ - - ~ ,hlFt 3- ` - - - ~ ~ ~ ~ ~ ~ w , i ~ ~ ~ ~ ~ ~ ~ ~
Zoning: R-40 ~ ' l ~ SEWER'EAS fi - - - - - - - ~ ' ~ ~ - r ~ , - ~ ~ ~ ~ w ~ ~ r ~ ~ ~ ~ ~ l
, ~ ? ~ O _ ~ - r~ w w ~ ~ i I y( w W , r f ~ ~ ~ ~ i, ~ ~ A ~ ~ <~5(; n ~ - ~ ~ .r9 ~ ~ ~ _ ~ ~ . ~ . ~ ~ ~ ~ Jul
i ~ t ~ i ~ ~ ~ - ~ ~ -T45~,~ - - ,y ~ ~ ~ ~ i~ 1~i i ~r ~ 4 ~ I-rhlit-r-~i ~ _ ~ ~_~"'i-~' ~ 2~~
i ~ ? W _ w _ S 4 _ W ` ~ / _ ~ r ~ ~ I~ ~ EyS C _ - - - ~ ~ ~ E r ' 1 0 ~ner Ri hard LindB~Thom son - - ~ ~ ~ YP. t I i I\ \ m, ~ ~ ~ 1 1 ~ ~ _ t ~ - - ~ - - / _ _ ~ ~ ( l `"1. f ` > _ , ~l it f'_ ; ~ - - - ~I <
w w w w ZO E .f ~ w I ~ ~ NSA A~fON~t~/ ! j ~ ~ j ~ P - - - ' ~ ) ~ ~ ~ d ~ ~,2 ONES q .a. z(,~lEid, BU FER .d/ ~i ! ; ~ PIw• 1,700741~45~1 ~ ? ~ ~ % ~ - ~ , , ~ _ _ -I - ~ I I ~
i m •.v •r v. s v ~ w ~ 1 u - _ i ~ - o ~ c~ ~ i ` / i~ / ~ ~ ~ = 1 ! ~ , AcreacJe: 8.5~ ~C _ ~ ~ ~ ~ ~ \ - i - - - ( ~ ~ ~ ~ ~ ~
/ r, ~ ~m w N w d0 i ~ ~a, l y ,u. w ~ w ~ ~ ~ i ~ ~ i r V _ A ~ -i ti w RE~SOUf~CE , c v ~ / ~ , ~ ~ , ~ ~ ~ , ,,,CJ~ ;C~ ~s w- ~ u ~ ~ w j ~ r ~ ) ~ ~ ~ US Reshientlal V ~ J t i ~ ~ - ~
y w ap -~4~ ~ r ( ~ i - ~ ~ I N ~ w CO,NSERVA ON o 3 r Q~ w l . ~ ~ ~ ~ ! l I ~ ? ~ ~ , ' ~ ~ ~ ' $ ~ ~ i l ~9 ~ ~sss ~ ~ I I i I ~ I, g I X 14 s 11 12 13 Qwnr: tc 0r ~ inda m so f ~ ~
b Y ~ ~ \ 1 ~ .N ~ ~ ~ , QIN: 17 7 ~4 7 ~ I, ~ ! ~ i 1 ~ ~ ~ ' ~ '
' i i onin : ' ~ ~ ( ( 1 ~ ~ ~ ~ ~ ~ I~ ~ i
b ~ , ~ / Ir ~ 1 i Q I I I I I I 3 I
~ i ~ ~ / / ~ ~I 28.3 r, ~ ~ 1 I _ ~ / i it I ~
~ 'Rim~25~.83 u w ~ . wl ~ ~ ,fir 1 ' ? - - ` ? ~ ~ i~ ~y ~ Irv. Ins 24~. 5 . u w v ~ us \ ~ ~ ~ ~ i , ~ ~ ~ - - - - - , - ~ ~ ,D ` ~ ~ ~ I \ ~ ~ ~ I , `l ~ ( ~ l ~ ~ ( ~ i / ~ ~ i r ~ L I I l ,t~
~ V ~ f i - , , w ~ 100' I n v ~ ~ ~ ~ ~ `as•'~ ~ ~ ' - - - - _ - \ \ ~ _ ` ~~Inv.~~0ut~-242~32 . ~ ~ _I~dP ~ _ ~ b ~ ~ ~ ~ ~ i- ~ ~ / ~ i
Ground ®J,~i 254.E ~ w ~ ~ w ,r-; ~ ~ ~ ~ ~ - - - - ' ~ - ~ ? , A ~ i ~ A \ ~h~ ~ ~I ~ ~ I~,
w d~ w u w v w ~ w v ~ 1 ~ w ~ ~s~ y ~ ~ A ~ - - _ ~ - I', ~ - \ ~ n /mot ~ l - _ -..i _ ~ i ~ ~ { I , ~ j ~ ~ ~ % ( ~ ~ i I I ~ / 1 _
~r •s~ w w ~ a. ~ N ~ ~ . ~ ~ - - ~ J ~ A~ N ~ ~ ~ . ~ ~ 1 ~ I' ~ ,
~ ~ ~ A ~ ~ _ - - - ~ ~ ( t ' 09 i ~ ~ ~r O _ - ` ~ ~ ~ ~ V ~ N I ji ~
w w w w v 4, wi .y, g, ,L. or - . ~ v. ^r'r & ~ ~ ~ `'T ~ i ~ ~ ~ ~ ~ ~ ~Y. ( ~ ~ ~ . - - - - ~ - - _ Buffer ~ ~ ~ ~ u~ i ~ ~ J 41 ~ ~ ~ 14~''~ ~ ~ rn i I a o i s ~ ~i ~ , / o : 1 i ~ o _ _ TEL I . a
~ w w w •a- b w w w .:a.r - - , ~ w . ~ v ti 'r v wr Ea ~ w •d. v ~ ~ . ~ a ~ r- - ~ ~ . - - ~ ~ ~ A ~ ~ ~ ~ ~ ~ ~ " 1 ~ ~ 8~ VC SS l i M ~ 5 1 I
1 - ~ U ~ w •v -w w v, 4 . .y m ~a, w ,y ..+.C v c ~ ~ - _ _ - ~ ~ ~ ~ ~ ~ ~ I RdAD A H r~ i ~ G J I' ~ I I f i N
- i ~ ~ z ~ ~ - ~ ~ ~ ~ w ~ ~ Y `w - w J v v ~ . , \ , , v { l ~ ~ \ . ' _ , t~ ti 1 ~ ~ ~ ~ i N ~
3 N a, •b "r v w , _ N y, v ~ v m ~:d~ _ c 0 _ - ~"V A /i.i A ~ ~ ! r~ v v ~ - ~ ~ ~ ,v y m ~ ,v v ~ ~ W w ~ - ~ ~ _ ~ . ~ 1 1, ~ i ~ i ' CO (TYP.)i / I I' o
Zonin ~ ~ ~ ~ - - - g~ ~ , - ~ r" _ w ~ _ x~stin o ~ ,d. ~ E t - l i _ ' ~ 9
p ~ R-20 e w w v .v ~-,~'A.l w m . v ~w ~ / / ~ ? ~j~ ,.,r ~tla7ldS 1 ~ ~ ~ ~ - ~ ~ - - _ ffe ~ . .1~' \ ~ I ~ gu f , - ~ I i ~ ~ ~I U J
~ ~ ~ ~ ~ ~ ~ i ~ to ~ ~ o ~ ~ ~ ~ ~ _ _ _ / / ? ~ e 1 j t ~ A ~
C ~ ~ _ - ~ ~ ~1 0~ w t ,4 w ,v w ~ ~ , ~ a _ ~ .=vim y ~ / ~ ~~1 ~ ~ ~ ~ I I~ ,:I ~l ~ I I ~ i I II y ~ ~ ~ , ~ ~ H
~ w Qv w ,y .y a~ ~ -ar w- ==`vylM~ F w w-%/w a r ~ / ? i ~ • ~ ~ l.~ f ~ ~ l i - ~ ~ ~ 4 I 3 i '~2 1~ ~
'X~E ~ w ,i o ~ z.~ w~ of w \ w , f. ~ wi' ~ 'f~ESOt1RCEw I / ? - - ? i ~ , w ~ a ! ? ~ _ ~ ~ a ~ N ~ ~ ~ ~ v Q A. ~ ~ ~ / ~ , C~NS~&VR~1bN~~- ~ ? .,r%", ~ ~ - V . i ~ ~ ~ ~ / I ~ w i~ I I; 1 I I C I 1 `I 1 {
0 3 ~,r" ~ / , ~ - - i ~ w v E UFf~E w ~ ~ ~ ~ R _ u / - / ~ -I ~ _ ~o , ~ / - - . i J I i i ~ I I ~1;~~~,~5.~ 1 ~I 1 it ~ 1 I ~ I m ~ a, ~i Q
~ ~ QY L. I G v \ ,v d, ~ ~ ~ - ~ vii a~ w .c b w w,A w ~ / ~ w , ~ > / r , ~ ? ? ~ ? / - ` _ ~ A ~ ! , , ~ ~ ~ ~ ':O 1 ~ Q
63 ~ ~ ! / i i~' /i
: , _
- ~ - I W ZOning' r, ~ w t e v~ t~ m w~ w m s w ~ ~W ~ .d ~ t. ~ ~ w a/ ~ / ~ / / / - _ ---7-- I-~ ~ ~ ~ ~ t r ~ ~ ~
. - ~ ~ ~ , R-20 ~ ~ W ~ 'V y.. +L W v Y \"V \ w Js ! ,U~ ~1~ U° 4~ r ~ wf V W ~Y~ Vr ~ ~ ? / / / / ? _ _ ~ ~ \ .t ` \~L ~ ~ ~ ~ 1 } / ~ ~ / / i' j - '----T L - -----I 1~-- --~~_J~` L._~~_~_J ~ ~ ~ ~ ' I
..,p i , , _ ~ ~ ~ ? ~ y ~ '"P~ ~1 - ~ ; ~ 'ice r~ ~ - I - - ~ ~ % ~ i I ~ ~ o ~ 1~'
vl ~ ~ ~ / ~ ~ ? , / - - - ~ i ~ ~ 1 ~ N ~ \ ~ T ~ ~ ~ . ~ i ~ ~ ~ ~ ~
~ ~ ~ ~ ~ % i W I ~ ~ - - - - ~ ~ ~End;S' Conc.iSW' ~ 1 , - , ~ / i ~ ~ l ~ - I ~
and 3d" C~&G (Stondard~ / r / / ~ - , - Existing Breezeway r L~ hk stin Breezewa Subdivision irking S~,~et` g 9 Y GRAPHIC SCALE
~ ~ ~ BOM 2000 PG 185. A 3 / Zoning: R-15 M 2000 PG 1858 ~ ~ ping: R-15 s0 0 25 50 ~o0 200 ~
f o 2~~ ~ II,~~~ I~ ' i~ , xisting Wot Valve
9 ~ ~ ~ 8 7 PLAN VIEW W R SANITARY SEE
SCALE: 1 "=50' ~ m ? ! ( IN FEET )
STREAM IMPACTS ~a? x a o~ ~t i inch = 50 ft.
r~ a~ ' ;Approximate Location 41.78 LF STREAM ~ ~ 'o I , Existing S' DIP WL
ZONE i ~ ` t ~ ! 2,360 SF j`, j'
1 040 SF ZONE 2 ~ ( To Ri 272.29
? ~ ~ Shelf ~Pnro'ect Side 265.72 l L ) ~I' r Inv. Out 2ti5.21
STREAM CHANNEL 5' MAX.
~ p BANK HEIGHT ~
Ex. Sanitary I~I 4y, i 1i i ~ /
Sewer ~ II i ~ ,,I~~ ICI ~.,II~I~I ~1', ~ ~ I.
a ~ ` I~~ SURFACE FLOW a.° ° e ~ , ' , , DIVERSION
Top Rim 273.50 N OI~~ i,n ~ • • • ° l ~ i i iii 1~4 li ~ y, ~ e° a epe• 6 ~
Inv. In 263.70 Ex. MH MONABREEZE WAY Inv. Out 263.50 rn ~ ° ./r • /o ° ° :-'~"e fir- d N? O o• o oq a o 0° 0 4 0 eo o.:,.o ~01 ~ 1te ~e~ • ° •e eee~ a Ol ~e
~ 60~ R/W (PUBLIC) =~2Z ",`/o0yo:`oe oo e~ eeP a e0 0 V
290 i
' ~ i i ; i i / / ~
i 4 i a~' I ' ! i ! o i ~ , ~ ~ ~ r~,
i F ~ awl ~ j q I i ( to h, ~
.-N~ 4 i i i l i ! (~I ,'I " ' d TONE APPROACH SECTION
---~..L~~- ~ - - .t._.__.,_.__- i j - - - _ w 5:1 MAX. SLOPE ON ROAD
~ i i ~ ~ - . ~ ' T~~'~ i ~ ~ ~ i~ ' ~ STONE OVER
` i r i ~ ~ r FILTER CLOTH H
~ i f i / ~ FIUi FOR ' i i i / ~ ~ / ~ i
! ~ ~ 3' MIN': COVER / 1 , i 1 ~ / ~ ! I / i
280 - _ _ _ - -1- --j------- L_ ------t---- _------r---.__._-.__.. °
i ' i / ~ ~ ! 1 t r ~ ~ A ~ ~ I
SURFACE FLOW DIVERSION
~ ~ ~ ~ Existing grade ~ ~ j _ " PV(~ ~ 0.509'
I i ~ i ~ ~ ~ 292.;32 LF 8 i ~ 0.507 ,
! ~ - ORIGINAL STREAMBANK ~ ~ t, ,
' i { ~ / ~ t i 1 -
r ~ 4 - X~,. _ . N U1 i _ _
I / i 1 ~ i i i i t 1.CLASS B STONE -MINIMUM DEPTH OF 24" a
1 ~ ~ i ~ ( ~ I ~ ! i i ~ i I ~ i ~ ( STONE 2. UNDERCUT FOR STONE PLACEMENT
270 ~~___f .___r.._,_.__ _ p._._._~_-._..~.._. I - _ _ _ ~_.q._.-.__ _ I i
i ~ I / ~ r f FILTER CLOTH
i
i r f i i li , I 9d-; I / I ( 1 i I MP TR CROSSING OPTION TE ORARY S EAM
~ ~ ! I O~NFFr ~ ~ t ~ ~ E `r CITY OF RALEIGH STD# 40.38
! { 't I ~ N Z ~ VQ i NTS
i ~ ~ ~ h I i r i ' ! ~ E ~ ~ '
t0~ ~ j ~ I j ~ ` ~ + ~ ~ j { Olc} i ! i ± ~ j f
~ ~ i ~ i , ~ s
, ~ , ~ --_.-____..._._-___._.-___.__J____.._____ j.__.___.__ i-____._____.___.__ -_t-_-__.....__- --~._.~..~_._.--+----___~__._m~.~___ ~ 260 _ ~ _ i - ~ - _ r _.___l_µ,._,~._~.._._.__..~„_..,_~.__,_.
i I ~ ~ i ~ j I i j ~ t ~ s i
' ~ ~ ' ~ ~ ; , ~ s i ; ~ { I f GENERAL UTILITY NOTES
` l I j ~ s i i UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED
t ~ 1 ! i i i ! 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH (UTILITIES) ~ ~ STANDARDS AND SPECIFICAT10NS. ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE ®~+,~wtlaAmr/~'
f I ~i l i i E i i , ~ . i i f s i i i ~I ~ i i FAGILI11E5 HAVE BEEN APPROVED BY THE CITY OF RALEIGH GARO(1 AND SHALL BE SO INSTALLED UNLESS A CHANGE IS o ~ .__-_~.__..._~_.__A___.~_.____.__._~.______._.. 2. STATE WATER AND OR SEWER PERMITS ARE REQUIRED. THE CITY OF RALEIGH ENGINEERING S
I ~w_ ~ ~ AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER N,q
~ ~ / l ( ~ i r i ~ AND PUBLIC WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE CONSTRUCTION EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL : o I ORAWIN S PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL ° 2 ' j G ACCEPTANCE.
r- 7 ~ ~ ! ~ 1 52
~ ~ 1 ~ 1 ~ t 3 ~ 3. ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. SIGNATURE o ~ ° ~
! I - I ~ i ~ ~ ' ~ ! s i ~ , 4. ALL SANITARY SEWER MANHOLES TO BE 4' IN DIAMETER UNLESS OTHERWISE NOTED. CHIEF ENGINEER °i° ? G1°'° ~,Q ®e`
250 ~ ~ ~ ~ .-_-____T_ _ - 247.3 _ ~ ~ ! ~ ~ ~ c ~
.5 INSID DROP i i < , g i i 5. ALL NEW SANITARY SEWER SERVICE LINES TO BE 4" PVC UNLESS OTHERWISE NOTED. DIR. OF PUBLIC UTILITIES ~°~N~11':e~ti~~ i
i ~ i 249.30 ` 1• ~ ~ i ! I i [ I 6. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.50. TRAFFIC ENGINEER PRELIMINARY
0.' 0% - i ~ ' VC , ' 7. ALL WATER SERVICE LINES TO BE 1" TYPE K SOFT COPPER UNLESS OTHERWISE NOTED. CONSERVATION ENGINEER NOT FOR
P 8p - ~ 284.94 LF y ~ j ! i ~ i ~ i I CONSTRUCTION
M._ _ _ ~ _ _ _._i
1 + NCHOR PIPE IN CROSS~N i I BY R BO I ~ f i ~ ~ CONC ~TE L CK NG • •
i ~ , 1 1 OR FIELD-LOCK GASKET I 3 ; ~n n sneer n e
j i t i ! I Civil En ineerin -Land Develo went Services
f ` I ~ ~ ~ ~ ~ s ~ g P ' h NC 27x13
DATUa! ELEV ! ! i i ~ ! i ~ 240.00 ~ ~ NOTE: SEE SHEET 0160 FOR 6521 Creedmoor Road -Suite 204, Ralelg ,
REMAINDER OF SEWER PROFILE h: 919 844-1321 P ~
fax: [phone]
Vf 0 C 17 sr c- 17 c0 lo~ ll~ 9 r N d' CO 17 N It M M M (0 N 00 N r, N Nj It N (7) r` 0) r-i o email: [e-mail]
+n a a LO u7 (0 (0 r, r` 00 00 00 00 r h r. h N co N N N N N N N N N N N N N N N N N 00 00 PROFILE MH 1 - MH 4
SCALE: (H) 1"=50' Drawn By: SLS
` July 14, 2005 C1201 v) 1 5
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+( 1 s+oo ( Checked By: JBE

f
i
y N/F ~ ~ Charles Tabler N/F
DB 6301 PG 285 Irving Tabler
Tax IO 0204763 Zonin ; R-20 DB 6197 PG 586 ~ ( Tax ID 0204762 ! I ;
r 9 i Zoning: R-20 GRASS-LINED SWALE
i ~ i _ ~ , ~5pot Elevations ' ' ~ _ - - - - FOR WATER QUALITY ~
' is at Center of ~ , ~ ~ r i ~ ~ ' ~ - - ~ ing 1_ _ i ~ ~ ~ ~ x i y - _ _ f l ~ - ~ ~ ~ ~ - _ - _
Channels - - ~ , - - - - Zonin : R-40 ~ - ~ \
. ~ ~ 1 i 1 1 - - - _ _ . ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ rr,. ~ . i~ ~ . ~ ~ .
_ :Ind 278. ~ ~ ~ , 78. ~ a Exfs 'ng 12" C,P
- l . + c ~ ~ i ~ ~ ~ " ~ _ c x ~ / ~ RESbURCFi 1 9 1 ~ m - ~ - ~ I I
= L , I ZONE ONE ° o ~ - - - Inv::. Out
i ~ 2 ~ a ZONE - / , . - , BUFFER _ ~ 77.40~ny_- t 275. 9 Inw, !n _2 7:5 1 ~ ~ ~ ~ ; ~ ~ ~ _ ~ r_ / ~ i - - 1 ~ I - ~ Inw, in _2 7:5 , I~~ f ~ ~ - - - - Inv, Out 296.43 ~ ~ '1 ~~;I ~I :I~
. ti v ~ ok ~ ; ~ t i _ _ _ ~ , T ~ _ 1 1- ' - I I I ~ ~ I ~ 1 Inv. 297. 0 ~
h RESOURCE c p ~ ~ ~ ~ ~n - ' ~ i A xistin CONSERVATION ° ~ QQ ~ ~ ~ ~ ~ - - - _ ~ ~ ~ r± \1 ~ _ MP ~ ~ S s ~ I f 9~ ~ZSSS I I; ~ I, 8 I x 10 11 ~ 12 13
BUFFER cn ' ti ~ ~ ~ t ~ t / _ ~ ~ I I, I'~ ' x26.5 ( ' I I / I it I; ~ , , I i ~
396 ~ ~ c ~ . ~ _ I ~ ~ `I I I' f, I I i' h ~I ~ ~ I,, I
~ ~ • l - , ~i i i I I III' 4'~ i i
, ~ DIVER I I I ~ I f i J 2 6.5 I
i ~ ~ ~ ~ ~ - y ' ~ - - - _ ~ERM i ~ ~ ~ t~ I ~x 1 { l I ~ I I t ~ iA is ~ I;
~ _ ~ , _ _ o _ 100,,laadpl n A ~ I I I I~ 1 I I 1 I ~ ~ ! ~ i I;~~; .
•1 • - _ i GREENWAk - - - - ' EASEMEN~ ~ ~ _ _ ~ ~ ~ A, i I~_ ° I
. ~ EASEMENT ~ _ . . . ~ ~ i CB 4 ~ , I ~ ~ CB 6 ~ I 1 ~ ~ j ; ; ~ Inva`In 307.
i - _ , _ _ ~ I~ 8" R~~ i v
1 . • h ~ I.
~ _ - - _ ~ _ _ ~ , ~ ~ ~~I l ~ o ` - - ~ I I
far , ' ~ - ~ • ~l ~ ~ ~ _ r. i ~ ' ~ ~1r. - _ _6 A I' ~ I ~ ~ o ~ o j; ~ o ~ TEL ~ o I ` , _ ~ 1
i ~ GB 2 in ~ ~ ° ~ I o R4~ A I I
! . NIB • ~ i ~ ~ ~ 10, LEVEL _ ~ - ~ - ~ N
~ ~ ~ ~ n + ~ ~ - _ - '1 r ~ - ~ N
1 ~ ~ ~ ~ ~ _ Zonin i o ~ C9 3 ~ I a ~
R-20 , ~ - ,50 : - , \ / , ~ ~ ~ ffef~ - \ ~ y CB; 5
i ~ ~ ~ • ~r. ~ ~ - ~ U - - _ ~ 6 I N ~ ! - _ . ~ 4 ~ - i x ! _ _ 20" sroRM ~ UI J ~ ',I l.' Zim FORM ~ ~ ~ - - - -
_ . ~ - ~ ~ ° , ~ - r ' ~ = . ~ - ; ~ F ; 1 DRA~NA~E EA EMENT _ ~ j r _ 4~E Ea EMENT ~ ` ~ ~ ~ ~ r- ~ r;` ~ ~ I, a ~ ~ i' I I' ; ~
U C _ . _ ~ _ ~ I,~ ~ , 1, I ' I I I ~ I o
~ - o v ~ ° 'RESOURCE _ ~ ~ ~ ~ ~ ~ + - _ . l ,r' ~ ~ ~ 4' 3 I, ~ I~ - 2 ~ 3
a~ xa t v a CONSERUAfiION - /j ~ fi...:,'. ~ ' ' 3 , ONO . i o ~ << ~ % i ~ _ - BUFFED ~ ~ ~ ~ _ _ . r ~ ~ ~~/5 1 I I I~ I I~ I i I ~ 1, J
` ~ - " - ~ - _1~. . ~ r ; to c ~ , ~ / h / i I ~ , Q ~ ~ ~ ~ T , ( I~ I ? -1 I I I I ~ ~ -
, - . . 1I I I I ~
~ - ,i l" ~ NR - ~ ~i i I ~ - - - A• 1 U ~ + ( I I I I ~ ~ I d l ` ~ (l ~ I, ~ J I I I' I I I I I
. , " ~ , .C , ~ ~ 1 _ I, `I I I I I I I° H
~ ~ _ . ;Zoning. - ~ ~ ~ ~ _ - - - - rJ I i ~ ~ ~ ~ T - ~ L - ~ ~ I - ~ - °
_ WETLA S IMPACTS J _ i ~ ~ ~ - _ D , ~ ; i , - ~ = 3 947 SF I I s
, ~ ~ , ~ i i J l^ i ~ ~ - - r ~ r . ~ ~ ~ - . ~ o ,m ~ I ~
~ ~ ~ ~ ~ ~ _ ~ i - _ , - ~ j 'R. .r ~ , ~ ~ I
'End 5' Conc. SW , W 'f ~ - V I ~ A~?
and 30" &G (Standard) ri _ _ _ Existin Br I g ee; cn ~I Ifl ;,i. Existin 8reezewa Subdivision i '~E istin S~re'st- Li"ht 9 Y 9 9 BOM 2000 PG 1858 GRASS- INED SWALE I'i .
~I A ~ ,-11~~ ! ~ ~ BoM 200o P~ Zoning: R 1,. Zonin : R-1 f R WA R A ITY ~ g 5 I 0 QU L ~ I I IL ` I
Private 0 en S oce ? ~ ` ' P P ~ ~ . ~
I- -
~ ~ Ilj ~ ~ d''I 'i ! ~ o_ ' ~ ! ~ ' ~
Zonin I ~I ~ o ~ I ~'~i) I I 'II ~
n g ~ ~ ~ ! _ R-20 ~ ~ jg , I 1 ~ l: iii
Existing Breezeway Subdivision ~ ~ ~ I I ai
° BOM 2000 PG 1858 ~ ; ~ p Zoninq: R-15 i& ! i
~ ~ ~f ~
~ ~ i _ nl ~ I
b 1 : vii C ~ ~~ill i
I ~
~ III ~'.P 's'
~ n ~
N ~ N
~ to
~ ~ MONABREEZE WAY ss - ss -
' ~ 60' R/W (PUBLIC) N
D CO
O
!n L
~IS111111111op~o
`~e~ ~ARO(~ • i • . N
r`'~55 ON° . i 4 ` r ~ I
y M - 2
GRAPHIC SCALE / O] ~UJ~
r~Qr ~ ; 50 0 25 sa too 200 Gy ti.~ ~a
INLET RIM INV. IN INV. OUT OUTLET PIPE v • ~ ~O~oo ~i gAROD~° ®o®
FES 1 - - 273,00 - ~`1111110111~®
C8 2 288.30 280.10 280.00 176' - 15" RCP ~ 4.05% ( IN FEEm )
CB 3 292.03 288.64 288.54 86' - 15" RCP ®9.81 % 1 inch = 50 ft. PRELIMINARY
NOT FOR
CB 4 292.03 - 268.89 26' - 15" RCP ®1.00% CONSTRUCTION
CB 5 304.14 301.42 301.32 236' - 15" RCP ®5.37%
C8 6 304.14 - 301.67 26' - 15" RCP ®1.00%
~n rln n ee es
STORM CHART Civil En ineerin -Land Devela ment services
g g A
6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
ph. [phone]
fax:(919~844-1323
email: [e-mail]
Drawn By: JSE
July 14, 2005 C140
Checked By: JBE
_

i I i ,I

i ~ _ ~ ~ , - - - I,
SILT FENCE LIMITS OF
OUTLET DISTURBANCE i I ~ ~
y
~ ~ ~ ~ ~ ~ , Spot Elevations _ _ - - j ~ ~ ~ ~ - I. _ - i ~ - ~ . _
i at Center of ~ ~ ! , , ~ ~ _ _ - - - - - i I ~
- - - - - i ~ > > ~ s > > > ~i~ ' - r. ~ ~r.~ia - - - ~ ~ ~ ~ ~ ~ II } - ~
~ ~ r r~~.¦ 1 i y O w m m p, ~ w u ti~ ~ OY j ~ ~ b~ ~ ? i i ~ - ! _ ~ ~ i i ~ ~ ~ ~ _
~ L -V y •M- v w J• y ~ W i " w r w -v ,v i U Y~ v i ~ ~ _ _ - _ _ , _ - . _ . _ ; • ~ u~ _ _ - r(V f ~ ~ J Il`T~FENCE - ~ _ I ~ ~ -
i ; ' ~ ~ , ~ 0 T ~ v 1 RESOU~iC I ~ ~ /i 1 ~ -k - - - - I
~ ~ ~ ; _ - TYP Z0, E o •o ~w ~ ~ ~ l i ONSERNA~ ON~ ? ~ ~ A ) I ~ ICT FENCE" ~ ONES ~ ° ~ ~ ~ ~ ~ ; I `,SILT FENCE _ - _ _ ~ ~ _ y w' 2 Ct 0. y ~ ZONE: ~ w 9UFFE,R t~ ~ ~ ~ - ~ ~ ~
w W ~ w w y ~ ~ ~ ~ _ ~ OUTLET 1 ~ ~ - r ~ ! ' ' ' TYP - ~ , ~ ~ w u ~ a ~ w ~ y' t w ~ ~ ~ ~ ~ - ~ % _ I I/ - ~ t
' c ~ ~ ~ ~ - ~ - ~ .~e ,c ;v, w V~ ~°~r ~ ~ ~ r ~ ~ ~ _ - r ~ ~ I ~ I ~ ~ ~ ~ ~
v REwSOUf~CE w 1 / I i v ~ o ~ r ~ ' ~ ~ ~ ~ ~ ~ , - _ - ~ , ~ " ~i CC)NSERVAT~ON ~ w v .y w ~ Q . v ; d, ! ~ ~ ~ ~ a' ~ ~ ~ i; ~ ; ~ ~ ~sss ~ p 1 ; ' 12 i 13. ; ~ $ ~ irr xzbs.g I ! I'" I ~I ~ I ~ ~ i ~ i~
BUFFER ~ ~'~w ~v, w ~ ~ ~ Q ~ y - w w w - ~ NR~ ~ ~ ~ v. ,,•e ; I, 1 I i ~ I I I i I' I i
u ~ ~ w w ~ w ~ .a, ~ ~ ~ ! ~ , ~ v, _ - ~ r ' ~ . I ~ ; I~ l I f ~ I i' I I'~ ~ l ~
~ v ~ A, ,A ti . ~ ~ - ~ r \ \ ~ ~ h C ~ l I ~ ~ I; " / 1' I I , I I I J
,ZC1N 1 ~ y _ w ~ w ~ U;~ i ~ I m• w ~ m - . 2 ss , ~ ~ ~
~ ~ ' , r O1 a m t ~ ~ w t w •b w v a .v a w ~ ~ I ; w- m •v ~ ~ ~ ~ ~ ~ ' ~ ' - I ~ I I I r-~ 1 ~ I~ , I ! I I I 1
~ , ~ ~ - _ ~ i J ¦ •v a, •c w -a, w ZONE 4. w' w w 1001, I n .v u y y ~ ~ ".'rn ~ _ ~ - ~ ' i ~ r~ ~ Ii I ~ ~..J L~_-.~',~~-i-i~~ . - ~J L/---- ~J L___ .._._J I; ~ , h ~ ~?i I
- - d GR WAY, i p a- u" .v y . .v a, w u, v w w w W ~ ,,y"am"- :v. .u a ` ~ ~ - ~ - ~ ~ ' ~ EASEMENT ~i o,, o I
w w - - - _ _ _ i ~ - - w ~ ~ y, ~ ~ ~y w ~ w w w ~ ~ w ~ ~ ~y', w. _ - - - ~ ---i- y ~ i ~ ~ ' ~ / , A ~ ~ ~ ~ ~ ~ ~ ~ ~ r I ~ ' -
~ - ~ ~ , - _ _ . , ~ - - ~v w ~ ~ - , ~ w w ~ w ~ w w v w w ~ , ~ ~ _ - - - - V i
/ i i,
i V' v v ~ v y. v r .1, Y' v u ? a y:. ' w J, \ ~ .--~-r"'_~ ~ ~ w w y w w v w _ e m v. w ~ w ~ ~ ':w ~k ~ ~ _ ~ G,(1' ( ~ ~ 'i~ I v w ~ ~ w w ~ t, I ~ I 1 r Aj i ~ N ~ ~ O`~ ~ O ~ ~ O ~ ~ ~ 1
. y ' w y y ,v .v y, a v, i ~ w w w w. ~w v ~ - _ ~U - I_ ,I \ wi , m I ~ - ~ ~ ro i o 1 0: _ L ~ i' o t i. I 'h , n r / ~ i ~t d
~ ~ • w v w w v, w w m w w w v w m w ~w w • ~ - ` i ~ w w ~ I w ~ w 1, a 1 d- ° ~i' ~ ' 1 ~ T .V i t" Rd A
~ NRB ~ ~ ~ w~ w ~ ~ • - - j .v w m -v m ~ a- m w w w w m a w m w I m ~ m' w. m-- m L• A~, A ~ ~ ~ I,\~ A I ~ ~ , _ , ? A ~ ice`, ~ ~ ~ r ' ~i \ A~ ~ N I .-w A i - ~ _ ,I '
~ w - 1n -r- ~ ~O `
vl ~ L J, y y J, W' yr w ~ v V, ~ .v v tv •V~ ' .Ni'p'%'%~ _ 1 ' I, I A- J,• J, y" w y w J, v 1' w •L' v 1- •I, v Y v w ~l v ~ ~ ~ G i L r I ~ ~ ~ INLEj~ ' - ~ ~ 5 ~ 25'x50 r~
i J i ~ ' ~ ~ - ~ r i ~ S L r v W vv .v y v- J~- N ~ .i, y- w y W y - P~K _ 6 - / ~ ~ I I V I IT OF` GRAVEL i i - PROTECTION L M S
i ~ y , w' ~ ' ' ~ ,r. , ' ~ CONSTRUCTI i m oiy ~ _ ~ ~ ~~ti_ ~ - .r ~ DISTURBANCE . _ ~ ~ . OM ~ ~ j, ~ ~ ~ r - r ~ - r~~,- ~ n" ~ ~ ~ ; ~ ~ ALL BOXES ~ ~ h , I I ~ ~ A
w ~ ~ = w ,o ~ , ~ w ~ ~ ~ i ~ ~ s-~~ L~ ~ , _ ~ ~ ~ ~ ' A , ~ ~ t r w w w x a ~ - , I; ~ I ~ 1 ~ I I I I; - ~ ~ i
C 'b" o , ~v y w , w .y 4 w ~r ---L'~ w w ,t1O ~ i ' / rr~ M~-~1 i ~ ~ ~ o I - I I I` I I I I I 1
I k ~ W ~ uU Ov m 'w w ~ ~ a, i ,e" w I % ~ f P ~ o v ~ ~ ~RfSOURCE ? ~ ~ x Q ~ I v ~ c~ 3 v ~ ~ Q v .w ~ y ~ ~ ~ ~ ~ ~ ~ NSERVATION ~ , _ 3 2 - ~ ~ I' I I ~ I, I I I I ~ _L_ I ~ 1, i
,CO w „T, / - ~ y y, w . _ U li w a ~ w Q w ~ w w v - SUFFER ~ - . , - i ~ ~ ~ ~ ~ w ~ ~ I i I _ ~ ,5~ ,j I I 1~, I, ? ~ ~ I 1 ~ _ ~ ~ ~ I, ~ ~ d m j ~ o Q
~ m j w m ;v v ~ ~ m m ~ ,v m w w m - w w m v w / ' _ - ~ ' ~ ~ ~ . ~ r ~ .r . i i ~ ~ i ~ ~ - L i I ;I I, I I I III
v~l w w. ~ v, m .fi b .e,. w m w.~ ,p ~j -v v m ,w .'"m/, v. _ ~ ~ ' - _ Ay ' ~ ~ ~ - ~ ~ / l ' ~ I ~ I I ` - - I ' I' 1 I ~ ! I I I I >
o . ' ~ ~ ~ NREi" ~ , ~ " ~ ~ ~ ~ ~ , , ~ - ~ Al ~ ~ ; .v ,r .v •v a- m w m „ w W o.. w ,t ~ ./.V aI ~ i / ' - ~ : I ~ ~ i ~ I ~ I I '~I I ~ ;
, - - " ' .r y v v "L J. r, w w y 3. y.. 3i , - ~ l Vl ~ ~ ~ ~ ~ - ~ ~ ~~,r, l I 1 I P~ I°
~ ~ ~ ~ - y w~ ~ W w ~ ~ Jt ~ ~ f ~ L~ f iii i , r r¦ r. ' ~ ~ ~ ~ ~ I ~ _ ~ _ _ ~ __.___J I_~_.__-,~,'-J I ~ I 1
„ : w, ~ - v; ~ ~ u' ~ ~ ~ 'Iii! - w w y w w ~ v w w w. ~ ~ ~ i I ~ _ ~ , ~ t~ ~ ~ "I
~ ~ ~ ~ ~ ~ ~ I ~ / , _ _ ~ ~ ~
_ W , _ 'En~,~S Conc.'SW~ y r -~r~~ ' , ~ ~ ~ 1
1 " ~ and 30 C&G Standard ~ I ~ ~ = ~ - ~ _ = - ~ - ~ Existin Breezewa Sub ( ~ I ~ 9 Y - ~ " ~ ~I~ i E i tin S~ceeti- Li ht I T NC s ~ Breezeway Subdivision S L FE E 9 9
n BOM 2000 PG 1858 )00 PG 1858 (rn') i f" ~ ~ I'
Q 3 l ~ ~ ~ Zonin : R-15 p, 9 - Q~~1~~ ~ -5 i,~~ ~ R1 I ~ ~I „ I
Private Open Space I ' "
' ~ ~ m ~ ~ I'~ ,f'~ ~ DRY POND TO BE USED AS !I
`n ` ~ a I ~ ; { ; SEDIMENT TRAP DURING } ~ I n 111 I
~ fli o- CONSTRUCTION. SEE ro ~ ! ~ ~ DETAIL lTilS SHEET III I i
rn ~C~ ~ ; ~ ~ I : CIF 1 I it
Existing Breezeway Subdivision ~ E ' , ~I ~ I
° BOM 2000 PG 1858 ( I~~~ ~ II GI I~ , f~ II! I I
~ Ali' ~'i ~ I~
~ 9I ~ !I~ U
~j lil
o ! n ~ II , ~ II

W
0
0
a
TOTAL DISTI AL DISTURBED AREA = 3.78 ACRES
'-0" MIN Q
TOP OF BERM
" CAP TOP OF PIPE 6 PVC OR i'-0" FREEBOARD MIN.
i ~ 8" PVC RISER WfTH SLOTS fi0P ELEVATION OF STORM WATER
f STORAGE Z N ~ m' rk v 1 1000 0 E '~s
TARP ,ti ~ CONSTRUCT ~ a~~ , 1 r~ NSTRUCTION SE UENCE Q
,~,~a a EMBED 18 f f v"~ - , ~ '
~ ~ ~~a ~`Ja ~ba~ 1, SCHEDULE A F , -,,~c~- 4 PVC (NO SLOTS) y MEYER (856-; SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, STEVE
' DIMENT STORAGE ZONE t SE , ~ r~ ( 4~ MEYER (856-5706). OBTAIN ALAND-DISTURBING PERMIT.
~ )aGeJY~a^, C ~~,,1 , Y'a~ r~,r~°"~~ - 2. INSTALL TREE r INSTALL TREE PROTECTION FENCING.
~ ~~v~~~J~'y~ i _ , ~ ~ - \ ~ Gr',;~ r\\~ 3. INSTALL GRAM INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
/ 0, / / J / / ~ BASINS OR OT \ ~ 1 MAX. SEDIMENT DEPTH ~ ~ ~ f\ f~ NECESSARY Tt BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS
\ ~ ~ \ \ ~ ~ / IMMEDIATELY I NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVER5IONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUC710N. 11t1e1j
5 WASHED STONE FILTER TO TOP OF SLOTS ~ / / ~
\ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ 4. CALL STEVE M ~ ~ ~ ~ ~ ~ SEE NOTE 1 TARP EXTENDS TO TOE OF BACK SLOPE OBTAIN A CEA CALL STEVE MEYER FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO ~`~,~~,GAR~ r,~ li OBTAIN A CERTIFICATE OF COMPLIANCE. ¢~.•°~Sgtp.,~.L ,
-/i ////////f / / / / / / / / / / i / O ~y :
5. BEGIN CLEARIp BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. ~ Q C ; r
35 INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK ANO GRAVEL INLET ~ ~ 7
SECTION THROUGH BASIN AND FILTER 6. INSTALL STORI CONTROLS, SE CONTROLS SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. ~ I~ p GRAPHIC SCALE
BEGIN CON5TF BEGIN CONSTRUCTION, BUILDING, ETC. ~'•a°, GIN ~~e® 50 0 25 So 100 200 ~/r 9pp g.E
7. STABILIZE SITE STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, rqr~+'lif6~lt~t
DITCH LININGS DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15j DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION,
CUSTOM BASIN DETAILS COMPLETION C N.T.S, BASIN REMOVAL SEQUENCE
8. WHEN CONSTR STEVE MEYER WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL (IN FEET) PRELIMINARY STEVE MEYER FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. i inch = 50 rt. NOT FOR
1. DO NOT REMOVE BASIN UN11L ENTIRE SITE IS STABILIZED AND COVERED WITH 9. IF SITE IS APf
VEGETATION. AND SEED Ol! IF SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC,, CONSTRUCTION AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT
2. AFTER SITE IS STABILIZED, FIRST REMOVE 8" PVC RISER, 4" PVC UNDER BERM, AND EROSION CON1 EROSION CONTROL DEVICES, SUCH A5 VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
TARP. 10. WHEN VEGETA' ran . n in ens WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE
3. FILL IN EXCAVATED AREA WITH MATERIAL ENVIRONMENTI ENVIRONMENTAL ENGINEER, STEVE MEYER. OBTAIN A CERTIFICATE OF COMPLETION. Civil En ineerin -Land DevelO meet Sel^vices
g g P 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
4. AFTER BASIN AREA IS STABILIZED WITH GROUND COVER, REMOVE SILT FENCE. ph:~919~844-1321
fax: [phone]
email: info@edensengineeringxom
Drawn By: JSE
July 14, 2005 C1 50
Checked By: JBE

--~-P-. _ _ _ _
~ iii ~ t
_ - 2` , I I ; r ~ II fj~~
_ ~ 3F ~ ~ - _ A ~ X90 ~ ~V ~ ~ <os 'I ~ ~
TARY - - - - ~ ~ ~ ~ \ ~ ` ~ . s~ _ ~ ~ V , ~ ~ ~ ~ i o ~i
_ ~ ~ ~ ~ i ,l I, ~ ~ ~ ~ ~1 +
- _ \ I ~ `~~7 _ ~Tl , ~ S ~ 1 /
Af` i'-111 ~ i ~ ' , / ~ u~ t ~ ~ ~ rn: ~ - - - - - ~ - ~ ~ 1
~ ~ 1 `I -r-- - I ~ ~ I -I I~ ~ ; l ` r i l
~ ~ r ~ - ~ " , ~ O , _ ~ ~ ~ f l I ~I J ~ ,C 3
. - ~ ~ ~ r1 r _ ~ r - I o`' I+ 3
~ ~ 1 I t 11' I ~ I ~ I
I 1 I , I, , I 31
~ A ~ 1 ~ ~ i r l \ ( ~ ~ ~ ' ~ j ~ / ( I it \ II II ~ i ~ ,,p
~ a~ ~ ~ ~ 1 ~ I ~ i I,~I - I I i I; I i l~~ i I ~ ~ b.
. i ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ _ _ . _ J I ; , ~ I i \I I i r, I • I I I ~ ~ ~ ~ ~r) it ~ ' I I I,
~ I ~ i r i ~ / I I ~I ~ I I I ~ I i I
~ ~ ~ - ~ I ~1 ~f ~ ~ , 1 ~ I _ - J i - - I i I 1 ' ~ I ~ i ,'I i;'~
~ A A ~ ~ ~ I i ~ ~ ~ ' I i
~ ~ ~ ~ I\ I i s ~ ~ I ~ ~ _ _ 1 ~ ~ ~ ~ ~ I\{
I \ ~ ~ N ~ ~ fi l ~ ~ ~ ~ i 'i i
~ ~ , , , , ~ ~ , ~j~ ,I , ~ o 1 a l ~a, ~ i , I I
~ ~ ~ 45•'~ ~ ~ I`
I ~ ~ I ' , ~ ~ \ ~ ' ~ ° ~ Tel ~ ~ I ~ i ! ° e~'
~ ~ ~ ti ~ M 4, ~ ~ ,5' , ~ 8 VC SS ~ ~ i , \ ~ „ D A RdA
, ~ ~ i I~ ~ j , , i ~ ~ , l 1 I I r I i ~N
, ~ , ~ _ , ~ I i ~ '~T 1 ! ~ 1 ~ 1.. ; z
~ E~sting• ~ ~-i~'' ~ ~ ( I , f~ ~
'i I SCALE ~ , G APH C R ti i~ ` ~tl~;ds.l ~ ~i ~ 1 L ~
~ ~ 1 r I o i ' 'fY F R. 4 4S ( ) , i i ~ i so 0 2s so Too sao - ~ ' - r ~ ~ i ~ ' ~ ~ ~ '1 , ~ _ - - - - U J ~1 ~ z m - -
~ ~ ~ n -l ~Aa
is ' ~ ~ ~ lr ~ 6 ~ 1 , I 1 i I I~ ~ ~o ~F I I I~ ' ` ~
_ - it IN FEET ~ , 1 ' 1 ; ~ 1 I ~ ~ 1 ;I I ~ ~ I I l i~ ~ ~ ~ - ~ 3 l 1 I ,•,G ~ I ~ ' ~ 11 .
- ~ ~ ~ ~ ~ I i ~ _ ~ ~ ~ 1 inch - 50 ft. - I ~ /I ~l ~ ~ ~5 ~ i~ j~ ~ , ~ i ~ ~ h I ~ ~ j ~ w 1 h I ~ I~ ~~,T~ I I~ ~ m
~ ; , i ~ ~ ~ ~ t ~ ~ ~ ~ ` r , I ~ I ~I I'~ _ ~ Q I`~I I ~ ~
( 1 i i 1 ~ I le ~ I I i I i ~I II 11 if >
_.A ~ ~ I I ~ ~I I ~ ~ i i
. . , ~ ~i ~ I ~ ~l - _ , t... i , ~ ~ , ~ ~ ~ ~ i I a s I h I , ! 1
i r 1 ~ i - - L .J ll.~ ~ ' .1 ~ ~ - - ll._-- ' I - ~ ~ - - - l- J , , -
~ ~ ~~.a~ _ I STR~ETSCAPE RE(~9IRE6.~_.._ ~ ~ I
_ _ ~ ~ ! / ' ry ~ ~ I ,i , ~ ~ _ I ! ii - ' ~ Q
.r , _ • . r. . V
» a ! ~ 1 I 1 ~ ~~s ® ~ , -
ROAD A -PLAN VIEW - E iatin S~r~ ti L`ght i l
SCALE; 1"=50' i I
al ,
0 0
! PNI STA = 20+8' .64 d ~m N
PVI ELEV = 310:92 o N ' ~ ~ A.O. - -3.6~ M ~i < ~H
~ + ~ ~ ~ K = 81.41 f ~ rn ~ co O~ t0 ~
m ~ 300.0000' VO r w =~2
~ ~ Existing Centerline ~ ~ ~ j ~ Q1 ~ ; , z --ap+---~-«_ - ~ _ _ _ _ m .pQ _ _ ~Existin _ _m_____~ ' - 310
i { E 9 ode~~ 2'S,- i
M~ ~ Right of , nterline ~ i ~e.. i ~
~ xistin l - a' a t ~ E g ~Srade 25 ~ a a NQ ~ Left of Centerline ~ . -~r.= a--t~
~ a i
Q:~ d M~ ° I tD Qf O ~ ~ , J ~ ' M
M Ord - 4_ m____ J - _ 1 + NO pp __m____~- T
N M NF'" COVERT ~'r N O?~ / I
~ ~ 41 ~ .m i N U
pp'V U > > Ud ~ > w i 1 ( j I~ ~ w ( ~ i
~ ~ ~ ~ W
i~~ OWN / _ m _._.__y ____a 300
NNI- ~ / ~ N a ~ / 26 LF ~ i
i ~ 15" RCP 1.00% i ~ n
~ Paz ~ m ~ r H
a 1 n a~ i O
o ~ 6 ~ do-- d__~.__ I
n} o ~ N~ I i OMO
d 395.00 LF - 8 DIP ~ 0.50% 0
U~? I~>(~ ~ ! Z, i I '
x - 290
'1°
26 LF I n ~ GQ 15" RC ®1. 09' m P Oo m~
~ ~ a
1~ i N i -r --r~-_----- ~ ;1 ~r1(R ~p~~ ~ _
'VER111.AL ® drM f
I SEPARATION ~ ~ ~ ~M~ o ~ Q ~y~ M Z ~ 0 55' ROW
F ~ m 4 29' B-B -
' V'ZZ SHOULDER 2:1 MAX 3:l MAX
I 16~ - 280
~ 5' SIDEWALK
I ~ I ;i i ! ~
i~ { ! { t
i ~ i
~ TYPICAL ROAD SECTION -ROAD "A"
~ ~ i I } 29' B-B
' f ~ ~ 1 , NTS
~ ~ ~ ~ ~ ~ ~
! ~ i
t DATUA! ELEV ```IINUlilt/f/
z70.00 ~ ~ARp~ ~/i.
d ~ d u~ rn o m rn n N Q~•'•~ 831•'' :~ti
O N (D i~ N sr ~ l0 I~ (0 00 Gi O O ~ ~ O O O O O O O 9 . ~ r •
N N N N N M M M M M M M . T ~ - ~ ~
. 7 ~ o ~ • : ~
t5+00 14+00 13+00 12+00 11+00 10+I
25' LEFT ~~bi11111111
OF CL
d o co ~ rn d o m n ~ n d o Oi O d' c0 I~ CV ~ ~ c0 n of 00 O PRELIMINARY 0
O O 0) 0~ O) O O O O O O O N N N N N M M M M M M M ~ NOT FOR 8" CABC
CONSTRUCTION
25' RIGHT OF CL n e s n 1 rln nee
d d d d G~ O d c0 N m O n Civil En ineerin -Land Develo ment Services
a a _ of c7 ~i cri n cv a m ~ ~ ao of ROAD A PROFILE ~ rn rn rn ~ o 0 0 0 0 0 0 0 STANDARD PAVEMENT SECTION g g p ° 6521 Creedmaor Road -Suite 204, Raleigh, NC 27613
(H) 1"=5O' N N N N N M M M M M M M ph:(919~844-132]
(V} t"~5' fax: [phone]
email: [e-mail]
Drawn By: SIS
July 14, 2005 C160
Checked By: JBE
_