20051858 Ver 1_COMPLETE FILE_20050104

Delineations Plus
Previous Certifications & Permits
for Breezeway West Phase I
10/04/05
1.
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Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 4, 2005
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Gamer, North Carolina 27529
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 (fe) 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) NW12 & NW18 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 CAMA 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 lie 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 Oversight(Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
.... - - - .. ._ ..rn n.,,_:..t, 117--h!`-H-1 ?.76(14
NonTthCarolina
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Mr. Chad Blackmon
Page 2 of 3
August 4, 2005
Amount Approved (Units) Plan Location or Reference
Stream 41.78 (feet) PCN
404/LAMA 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.
Mr. 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/ijnz
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
H lcname: 051406BreezewayWestPhI(Wake)40I+buffers
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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
(15A NCAC 213.0233)
Tar-Pamlico
(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 All 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 DIVQ or Delegated Local Authority that a surface iter 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 clo Cyndl Karoly, DJVQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DIVQ or Delegated Local
Authority that "exempts" a surface water frown the buffer rule may ask for an ad judicatory hearing. You nmst
act within 60 days of the date that you 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. DIVQ reconunends that the applicant conduct this not/fication In order to be certain that third
party appeals are made in a timely manner. To ask fora hearing, send a written pelitiai, which cotifornis to
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
4 .7
A
NCUENR
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
` 4/15/2005
Page 2 of 2
Chapter ]SOB of the North Carolina General Statutes to the Office ofAdministrative Hearings, 6714 Afai1
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 (staled
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 UStirmy Corp of En ineer
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
iVAT.,
Raleigh Regional Office 1628 Mail Service Center NC6EhR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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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
IPRRO 05-010
County: Wake
INTERMITTENT/PERENNIAL (UP) 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 UP Call Location of UP 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 DTVQ 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 clo Cyndi Karoly, DTVQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DTVQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory /tearing. You must
act within 60 days of the date that you 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. DTVQ reconiniends that the applicant conduct this notification in order to be certain that third
parry appeals are made in a tintely manner. To ask fora hearing, send a written petition, which co»fornns to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 ,flail
Service Center, Raleigh, N.C. 27699-6714. Tliis determination is final aitd binding runless you ask for a heariitg
within 60 days.
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
A 'T
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a (1) FIR
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
' 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 pray require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central OfJlce) at (919)-733-1786, and the USAnny Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. ,
Respe
Eric W. Kulz
Environmental nec.III
CC: File Copy
Central Files
DWQ 40 ]/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
gy"
Raleigh Regional Office 1628 Mail Service Center drt R
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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Parcel Number. 1700748437
Map created on 4/13/2005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
REID:
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DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION:
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
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YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
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0109741
THOMPSON,
RICHARD C & LINDA
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701 THOMPSON RD
GARNER NC
27529-5033
02736
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521013 200521100 County: Wake USGS Quad: Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent:
Address: Black Cap Properties
547 Benson Road
Address 2
Garner, NC 27529
Telephone No.: 336-322-0877
Chad Blackmon
Size and location of property (water body, road name/number, town, etc.): The project is located on the
west side of Thompson Road, south of its intersection with Timber Drive, in Garner, Wake County,
North Carolina.
Description of projects area and activity: AID 200521013 authorizes NW12 for the excavation and the
placement of fill associated with a sanitarv sewer line. AID 200521013 authorizes NW18 for the
placement of fill associated with a stormwater pond. Permanent impacts include .09-acre of
wetland associated with NW18. Temporarv impacts include 42 linear feet of stream channel
associated with NW 12.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12,18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Andrea Wade at 919-876-8441 x30.
Corps Regulatory Official Andrea Wade Date: July 25, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
? There are waters of the US and/or wetlands within the above described project area 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.
® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued 7/5/2005 . Action ID 200521013
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adjacent to an unnamed tributary to Lake Benson The property also
contains stream channels that exhibit an Ordinary High Water Mark gs indicated by chanties in soil
character and absence of terrestrial vegetation and are hvdrologically connected to Lake Benson in the Neuse
River Basin.
Corps Regulatory Official: Andrea Wade
Date July 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus, Attn: Jonathan Hopkins, P.O.3097, Chapel Hill, NC 27515.
S
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 Can 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 Followin-Q 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 may be 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 (252).946-6481 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

TO: Staff
NC Division of Water Quality
401 Wetlands Unit
FAX:
JOB CODE:
DATE: 10/04/05
2321 Crabtree Blvd. Suite 250
Raleigh, NC
ATTN: Staff
X Attached:
Under separate cover:
20051858
RE: Breezeway West Phase II, Thompson Rd. Garner, NC
No. Copies Description
1 PCN for Breezeway West Phase II
1 Set of Details & Maps
1 Set of Data Sheets
1 Set of Previous Certifications & Permits for Phase I
1 Set of Site Plans
1 Wetland Map (signed copy)

Notes:
VIA FAX -PAGES Including this Cover
OVERNIGHT
MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
Da)@ NV@31
OCR ? _ Zp05
WATER QUARBRANCN
RECEIVED
X FOR YOUR REVIEW
X FOR YOUR APPROVAL
FOR YOUR USE
AS REQUESTED
RETURN _ COPIES
SIGNED:
DATE:
Jonadian Hopkins, MPP
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
,I
Delineations Plus
Wetland & Stream Delineation, Jonathan J. Hopkins
Mapping & Consulting President
6303 J. Richard Dr. Suite 104 Phone: [phone]
Raleigh, NC 27613 Fax: [phone]
10/04/05 2 0 0 5 1 8 5 8
To Whom It May Concern,
Enclosed is the Pre-Construction Notification (PCN) for Breezeway West Phase Il, 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 4 single family
homes, with appropriate infrastructure, for speculative sale in Phase II.
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). DWQ Regional Office documents on stream
jurisdiction issued by Mr. Eric Kulz are also enclosed. Copies of all Certifications & Permits issued for
Breezeway West Phase I are also enclosed in this packet.
ank you for your time in reviewing this Section 401 PCN. Please let me know if you have any
qu ion , or requ. a y additional documents.
incer y,
Jon han Hopkins, PP
Pr ident
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
wetmeadowna,att.net
Mailing Address:
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097

Office Use Only: Form Version May 2002
20051858
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Annlicable" or "N/A" 1
1.
H.
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 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: F-1
Applicant Information
1
Owner/Applicant Information
Name: Mr. Chad Blac/nnon
Mailing Address: Black Cap Properties
5471jenson Rd, Suite 102
Garner, NC 27529
Telephone Number: 919 427-6979
E-mail Address: [e-mail]
OCT 4 - 2005
DENR
64E11ANDS-DANWATER QUALITY
?yyrATER BRq?H
Fax Number: 919 772-8205 STOR
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 Phis
Mailing Address: PO Box 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217
E-mail Address: [e-mail]
Fax Number: 919 932-7217
Page 5 of 13
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Breezeway West, Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): Breezeway West, Phase 2
Directions to site (include road numbers, landmarks, etc.): From 1-40, take exit 298a, US 70E
& NC 505. Turn right & follow NC 505. Turn right onto Timber Dr. Take Timber Dr. to
77totupson Rd. Take Thompson Rd past Elkin Lane on the left to Torrey Lane oil 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 o a distinct waterbody.)
6. Property size (acres) JL 46
7. Nearest body of water (stream/river/sound/ocean/lake): UT Benson Lake /Swift Creek
8. River Basin: Neese
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.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. The back of
this property was forested slope until it was logged more than S 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 T honipson Rd. (Most have been removed).
Page 6 of 13
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, utilities, sewer &
stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The stream crossing for the road will be installed with backhoes &
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 USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Prior History is Breezeway West Phase 1. This phase was previously permitted.
USACE Action ID # 200521013 200521100, Make County, issued July 25, 2005;
D IVQ Project # 05-1406, Wake County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: "AID 200521013 authorizes NW12 for the excavation and the placement offtll associated with a
sanitary sewer line. AID 200521100 authorizes NW18 for the placement of fill associated with a
stormwater pond. Permanent impacts include . 09 acre of wetland associated NW18. Temporaryimpacts
include 42 linear feet of stream channel associated with NW12. "
DWO: "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 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 on July 2'?; 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Numbers 3374 & 3302. "
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 is the final phase of the Breezeway West Project, as it is currently planned.
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
Page 7 of 13
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
L Provide a written description of the proposed impacts: Breezeway West Phase 2 will have Stream &
Buffer impacts only: Feature B, in the area downstream of the DTVQ StartA flag and upstream front the DTVQ
Start B Perennial Flag (see enclosed documents), will be impacted by an essential access road & cul-de-sac; as
will the associated buffer zones in that area. The location of this stub out to the access road was previously
specified by the Town of Garner for future development in this area. The buffer impacts are generated by the
road and the narrow bulb of the cul-de-sac. A perpendicular approach to Feature B is being used to minimize
the impacts, given the specified location. All utilities are being installed in the impact area of the road, to
minimize impacts.
2. Individually list wetland impacts below: There are no wetland impacts associated with Phase 2.
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located Nvithin
100-year Floodplain**
(yes/no Distance to
Nearest Stream
(linear feet
Type of Wetland***

* Lit 11 t 1
s eac tmpac separate y and tdenUfy temporary umpacts. 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://w,?Nkv.fcma.gov.
*** List a xvetland 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: 0.10087acre (4394 sgft)
Total area of wetland impact proposed: None.
Individually list all intermittent and perennial stream impacts below: 5--e 5h-_ef G I (0O
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Peretmtial or
Intermittent?
(please secif )
1 Penn., road 92.40 UT UT Benson Lake 4' Intermittent

- =..,t,u. a ??t, uuat,y a,,,u ,uc„uty LU1111wraty 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),
Page 8 of 13
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.uns.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone com,
w,,vw.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Phase 1 01.78)+ Phase 2 (92.40) =134.18 LF
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
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

# List Par', im-1
--- --- ""I- ••r11-11IJ - -1111iay wII&PO auy m1pauS, uupacls 111C1UQC, out are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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 here downsized to 17 lots (total Phase I & Phase 2). Phase 2 will develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in 7one 1.
3) Road location dictated by previous Town decision. However, it it-as designed to minimize impacts by a
perpendicular crossing and having the impacts fall in the narrow bulb of the cul-de-sac.
Page 9 of 13
4) Road crossing cannot be another stub out to the northern adjoining property because that is occupied property, &
a stub out cannot be placed there.
5) The Client asked for and received a design exception from the Town of Garner to allow a 3' shoulder behind the
back of curb of the cul-de-sac in lieu of the standard 6'shoulder requirement. This was requested specifically for the
purposes of reducing the impacts to the stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because the flow from the road
will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
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.
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/ncwetiands/strmgide 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 combined wetland impacts for Phase 1 & Phase 2 are less than 1/10`" of an acre & the combined
impacts of Phase I & Phase 2 on streams are below ISO'. Thus, no mitigation is expected. If
mitigation ivere necessary, we would propose paying into the Ecosystem Enhancement Program for
)mhgation.
Page 10 of 13
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/w!P/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) 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 arA proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No ? If you answered "yes", provide the following information:
Page 11 of 13
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 4956 3
2 3741 1.5
Total 8697
c VLI : i cnu;1iu?0 uul Jv "7" pLiyenuicnlar from near DwIK OI channel; Zone 2 cxtends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 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 inipervlotls sl[rface is about 9937 sq. ft. Total acreage on the site is 11.46 Previously approved
impervious surface for Phase 1 is 98,881 sq ft. Proposed impervious surface for Phase 2 is 30,075 sq ft.
The combined total is 128,956 sq ft, or 25.83% impervious surface. See Plans sheet C100, enclosed.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Phase 2 sewer 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
Page 12 of 13
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).
Applican Agelf Signature Date
s signature R-VaH only if an authorization letter from the applicant is provided.)
Page 13 of 13
r
DELINEATIONS PLUS
Wound a 5"M Ddiaawm
m4Piab a cwM&S
630t I RJskord Ur. Buito IQ4
RAwth.Re rxi)
J vr.rhao 1 {o?v,,r,, ? I PY
trem?uK
,e t Authoriz t on Fob
•• ALL BLANKS TO BE FrLLED IN BY CURRENT
Name:
Phone: ? apS`
Project uame ! dmcription: ra ?l? ? 5
Date; _,£? _Q._ _.._......_
The Depanmem of the Arm, 5,
U$ Army Corpr, of Engineers
Wilrnington District
Raleigh Regulatory Field offiL:c
6508 Fails of tlla :'r'euse Rd. Suite 120
Raleigh, NC 27615
Attu: Ms. AJndrea Wade
Re: Wetlands & Stream Consultznst & Pernutting
bear Ms. Wadc,
I, the current property owner, hereby designate and auth„ri:e
behalf as my agent in the procxs,iug 0` 404 andror 401 pcitnit opph
OA.42£.??, supplemental information In suppur* of applications, ere , tiortt tills day
200.A_
TK3 notification supvccdcs al)y prcvious car
Riw oww's name
Cc: MS, Cyndi Karoly
NCDENR
Division of Water Qua icy
401 Wetlands Utzit
2321 Crabtroc Blvd. Suite 250
Raleigh, NC 27604-2260
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Delineations Plus
Details & Maps
for Breezeway West Phase II
10/04/05

Edens Engineering, P.C.
Civil Engineering - Land Development Service
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Parcel Number. 1700741451
Map created on 611512005 6:50:15 PM.
Copyright 2003. City of Raleigh, Wake County.
REID: 0070450
s OWNERL' CAPPS, PAUL JOSEPH
JR
_ ADDR1: 113 LUXORWIND DR
ADDR2: GARNER NC 27529
ADDR3:
DEED BOOK 11398
DEED PAGE: 0447
DEED DATE: 6/3/2005
DEED ACRES: 8.51
1 BLDG VAL: 42895
^? LAND VAL: 115120
1 BILLING CLASS: INDIVIDUAL
DESCRIPTION: LT 2 LONNI
THOMPSON
MAP NAME: 170015
PIN NUM: 1700741451
- r -?+- » - PIN EXT: 000
4 CITY:
PLAN JURI GA
.TOWNSHIP: : ST. MARYS
YEAR BUILT: 1900
SALEPRICE: 250000
z SALEDATE: 6/3/2005
TYPE USE: Single Family
DESIGN STYLE: Conventional
UNITS: 1
LAND CLASS: RESIDENCE-< 10
ACRES-HOME SITE

i ZONING: R-40
OLD PARCEL NUMBER: 726-00000-0039
ADDRESS
ST NUM: 701
ST MISC:
DIR PREFIX:
i < ST NAME: THOMPSON
i S
t ; ST TYPE: RD
DIR SUFFIX:
0 105 ft
Page 1 of 1
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521013 200521100 County: Wake USGS Quad: Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent: Chad Blackmon
Address: Black Can Properties
547 Benson Road
Address 2
Garner, NC 27529
Telephone No.: 336-322-0877
Size and location of property (water body, road name/number, town, etc.): The project is located on the
west side of Thompson Road, south of its intersection with Timber Drive, in Garner, Wake side of Thompson south of its intersection with Timber Drive, in Garner, Wake Count,
North Carolina.
Description of projects area and activity: AID 200521013 authorizes NW12 for the excavation and the
placement of fill associated with a sanitarv sewer line. AID 200521013 authorizes NW18 for the
placement of till associated with a stormwaterpond. Permanent impacts include .09-acre of
fill associated with a stormwater pond. Permanent impacts include .09-acre of
wetland associated with NN 18. Temnorarv impacts include 42 linear feet of stream channel
associated with NW 12.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12,18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Andrea Wade at 919-876-8441 x30.
Corps Regulatory Official Andrea Wade Date: July 25, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
? There are waters of the US and/or wetlands within the above described project area 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.
® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued 7/5/2005 . Action 1D 200521013
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adjacent to an unnamed tributary to Lake Benson The property also
contains stream channels that exhibit an Ordinary Hieh Water Mark as indicated by chances in soil
character and absence of terrestrial veeetation and are hydroloeically connected to Lake Benson in the Neuse
River Basin.
Corps Regulatory Official: Andrea Wade
Date .iuly 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus, Attn: Jonathan Hopkins, P.O. 3097, Chapel Hill, NC 27515.
(C'
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521013 County: Wake U.S.G.S. Quad: Jake Wheeler
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Black Can 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 Followin 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 tiie 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 (252).946-6481 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 USAGE 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

TO: Staff
NC Division of Water Quality
401 Wetlands Unit
JOB CODE:
DATE: 10/04/05
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
ATTN: Staff
X Attached:
Under separate cover:
20051858
RE: Breezeway West Phase II, Thompson Rd. Garner, NC
No. Copies Description
1 PCN for Breezeway West Phase II
1 Set of Details & Maps
1 Set of Data Sheets
1 Set of Previous Certifications & Permits for Phase
1 Set of Site Plans
1 Wetland Map (signed copy)

Notes:
VIA FAX -PAGES Including this Cover X FOR YOUR REVIEW
_ OVERNIGHT c X FOR YOUR APPROVAL
MAIL %@%% l? D FOR YOUR USE
x HAND CARRY u 5 AS REQUESTED
TO BE PICKED UP 4 - V RETURN _ COPIES
COPIES TO: RECEIVED ?pNDSTOR!
SIGNED:
DATE:
Jonathan Hopkins, MPP
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
i
Delineations Plus
Wetland & Stream Delineation, Jonathan J. Hopkins
Mapping & Consulting President
6308 J. Richard Dr. Suite 104 Phone: [phone]
Raleigh, NC 27613 Fax: [phone]
10/04/05 2 0 0 5 1 8 5 8
To Whom It May Concern,
Enclosed is the Pre-Construction Notification (PCN) for Breezeway West Phase II, 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 4 single family
homes, with appropriate infrastructure, for speculative sale in Phase II.
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). DWQ Regional Office documents on stream
jurisdiction issued by Mr. Eric Kulz are also enclosed. Copies of all Certifications & Permits issued for
Breezeway West Phase I are also enclosed in this packet.
ank you for your time in reviewing this Section 401 PCN
qu ion , or requ. IM 11
a y additional documents.
incer y,
Jon han Hopkins, P
Pr ident
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
[e-mail]
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
2()051858
USACE Action ID No. DWQ No.
(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 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: ?
U. Applicant Information
1. Owner/Applicant Information
Name: Mr. Chad Blackmon
Mailing Address: Black Cap Properties D
547 Benson Rd, Suite 102 O C T 4 - 2005
Garner, NC 27529 DENR-
1
?wos'wosrro?ArER K
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 Box 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217
E-mail Address: [e-mail]
Fax Number: 919 932-7217
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a'small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Breezeway West, Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): Breezeway West, Phase 2
Directions to site (include road numbers, landmarks, etc.): From 1-40, take exit 298a, US 70E
& NC 505. Turn right & follow NC 505. 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 u a distinct waterbody.)
6. Property size (acres) J L 46
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. The back of
this property 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. (Most have been removed).
Page 6 of 13
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, utilities, sewer &
stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The stream crossing for the road will be installed with backhoes &
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 USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
.Prior History is Breezeway West Phase 1. This phase was previously permitted:
USA CE Action ID # 200521013 200521100, Wake County, issued July 25, 2005;
DWQ Project # 05-1406, Wake County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: "AID 200521013 authorizes NW12 for the excavation and the placement offill associated with a
sanitary sewer line. AID 200521100 authorizes NW18 for the placement of fill associated with a
stormwater pond. Permanent impacts include. 09 acre of wetland associated NW18. Temporary impacts
include 42 linear feet of stream channel associated with NW12. "
DWQ: "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 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 on July 25; 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Numbers 3374 & 3302. "
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 is the final phase of the Breezeway West Project, as it is currently planned.
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
Page 7 of 13
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
L Provide a written description of the proposed impacts: Breezeway West Phase 2 will have Stream &
Buffer impacts only: Feature B, in the area downstream of the DWQ StartA,flag and upstream from the DWQ
Start B Perennial Flag (see enclosed documents), will be impacted by an essential access road & cul-de-sac; as
will the associated buffer zones in that area. The location of this stub out to the access road was previously
specified by the Town of Garner for future development in this area. The buffer impacts are generated by the
road and the narrow bulb of the cul-de-sac. A perpendicular approach to Feature B is being used to minimize
the impacts, given the specified location. All utilities are being installed in the impact area of the road, to
minimize impacts.
2. Individually list wetland impacts below: There are no wetland impacts associated with Phase 2
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***

List each impact separately and identity temporary unpacts. 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 sg ft)
Total area of wetland impact proposed: None.
Individually list all intermittent and perennial stream impacts below: 5ge Se? C.1(.O
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?
(please sec' )
I Perm., road 92.40 UT UT Benson Lake 4' Intermittent

Lisi each umpact separately and identity 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),
Page 8 of 13
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
mm M&govv. Several intemet sites also allow direct download and printing of USGS maps (e.g., MMLt9po
.zone_com,
www.m yguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Phase 1 (41.78) + Phase 2 (92.40) =134.18 LF
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

(f applicable) Type of Waterbody
(lake pand estuary, sound
bay, ocean, etc.)

.-.ac -11 Unpaut Supalatciy anu iucuuty -ilporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation: Pond creation is notproposed.
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 2 will develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in Zone 1.
3) Road location dictated by previous Town decision. However, it was designed to minimize impacts by a
perpendicular crossing and having the impacts fall in the narrow bulb of the cul-de-sac.
Page 9 of 13
4) Road crossing cannot be another stub out to the northern adjoiningproperty because that is occupiedproperty, &
a stub out cannot be placed there.
5) The Client asked for and received a design exception from the Town of Garner to allow a 3' shoulder behind the
back of curb of the cul-de-sac in lieu of the standard 6'shoulder requirement. This was requested specifically for the
purposes of reducing the impacts to the stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because the flow from the road
will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
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.
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/ncwetlands/strmgide.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 combined wetland impacts for Phase 1 & Phase 2 are less than 1/10`h ofan acre & the combined
impacts of Phase 1 & Phase 2 on streams are below 150'. Thus, no mitigation is expected. If
mitigation were necessary, we would propose paying into the Ecosystem Enhancement Program for
mitigation.
Page 10 of 13
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/index htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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
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 am 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 El If you answered "yes", provide the following information:
Page 11 of 13
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* (sqImpact uare feet) Multiplier MiRequired
ti atioon
1 4956 3
2 3741 1.5
Total 8697
Gone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 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 11.46 Previously approved
impervious surface for Phase I is 98,881 sq ft. Proposed impervious surface for Phase 2 is 30,0 75 sq ft.
The combined total is 128,956 sq ft, or 25.83% impervious surface. See Plans sheet C100, enclosed.
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.
Phase 2 sewer will hook into existing city sewer.
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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
Page 12 of 13
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility p; oblems, or other issues outside of the applicant's control).
Signature Date
only if an authorization letter from the applicant is provided.)
Page 13 of 13
r
11 . DELINEATIONS P1,VS

W & III 6$9134
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ALL BLANKS To BE FM I'l?! By CURRENT 1-4-N-VO v1 NTER
Nam:
Address:
Phone:
Project name ! description:R?f?? "
Data:
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The Department of the Ayr y
US Amy Corps of Engineers
Wihnin&ton District
Raleigh Regufatony Field Office
650$ Fells of the Neu= Rd - Suite 120
Raleigh, INC 27615
Attu: Ms. Azdrea Wade
Kc-, Wetlands & Stream Cons+ultstig & Permitting
Dear TvU. Wade,
Y, the current proper:, scrwner, hereby desioate and autho ."
?,A ken
Delit tiorr; .ia;as ;;s ACA C-11 iM
behalf' as my agent in tho promising 0z40.4 andnor 441 pem it appli(,atianR; to furIli?11 WPOI) ueSt
?? suppletrn atal inforrttatidn }Ir Suppvt-t of applications, ere, trorti this day forward. This i- the ay ui`
'this notification superccdos way atcvious
V? cJ .
-PA Cc: Ms. Cym i Karoiy
AICDENR
DMsion of Water Quality,
401 Wetlands Unit
2521 Ctabtree Btvd. Suite 250
Raleigh., NC 27604-2260
Td Wd7T :OT S01 M gG 'unr S0Z8LcL6T6 : 'ON XNd SSDIOdM 9111 1d3NI%G 140H."ADH1S : 1408d

Delineations Plus
Details & Maps
for Breezeway West Phase II
10/04/05

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Delineations Plus
Data Points
for Breezeway West Phase II
10/04/05
NCDW Stream Classification Form '
Project Nam.. $6M 0Yt River Basin: County: LJA144-- Evaluator i-, el v1 S
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date: 10 ?ZD/ 6`L USGS QUAD: Longitude: Location/Directions:
"PLEAS NOTE: If evahuator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.,,,
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream--this { " " t
rating system should not be used" I ` G? O?/a l
Primary Field Indicators: (Circle OneMmberPerLlne) j19J 5 oJhe v F ?S
L Geoinorpholorry Absent Weak Moderate Strom
1) Is There A Riffle-Pool Sequence? 1 2 3
2) Is The USDA Texture In Streambed „c
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 CY 2 3
(-NOTE: NBed&Bank Caused ByDitchineAndW17770UTSrmrositvThenScare=0-)
10) Is A god Order Or Greater Channel (As Indicated
On Tooo Man And/Or In Field) Present? Yes=3
PRIMARY GEOMORPIIOLOGYINDICATOR POINTS:
IL Hvdroloev Absent Weak Moderate Strone
1) Is There A Groundwater
Flow/Discharge Present? 1 2 3
PRIM4 RYIIYDROL0GYINDICATOR POI S.- e
PRIMARY BIOLOGY INDICATOR POINTS:
its-
Secondary Field Indicators: (Circle Ow Number PerLirw)
3) Does Topography Indicate A v
Natural Drainage Way 0 t 5? 1 1.5
SECONDARYGEOMORPEOLOGYINDICATOR POINTS..' (! C-
II. Hydroloev Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter
,4) Is Water In.ChannelAnd>48 Hrs. Since C-0111 .5 1 1.5
Last Known Rain? NOTE. Dltchbtdtcatedlm#9AboveS ThlsSte And#5 Below
5) Is There Water In Channel During Dry 5 1 1.5
Conditions OrIn_Growine Seaso- l"
SECONDARY HYDROLOGY INVICA TOR POINTS.
?JI---

0

a) Are weuana rlanls to aveamoear sAV Mostly VISL Mowry rAa:w Mosta mosey rAt u mosey url..
(" NOTE: IjTotd Absence OrAll Plants br Streambed 2 1 .75 0 0
o we Shp This r VAZESSMVPresenM. 05: 1-
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NCDWQ Stream Classification Form
Project Nam-lv,(3?(y?M River Basin: County: weL? Evaluator:TvY-q&4,
S
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date: USGS QUAD: Longitude: Location/Directions: {? `L (d oW n SIV ",
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. 1
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Primary Field Indicators: (Circle one Number Per Line)
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L Geomorphology Absent Weak Moderate Strong red
1) Is There A Riffle-Pool SeQuuence? 0 + 2 3
2) Is The USDA Texture In Streambed
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4) Is The Channel Sinuous? 0 /n 2 3
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8 Is There A Banldull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present? 0 °' 1 3
dk Bank d d 97THOUTSbwodiv Then _*
10) Is A 2°" Order Or Greater Channel (As Indicated
On ToRo Map And/Or In Field) Present? Yel=3 .? N S=0
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS:
H. Hvdrblorrv Absent Weak Moderate Strone
1)1s1here A Groundwater 1F 1
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INDICATOR POINTS._ L_
3) Does Topography Indicate A
Natural Drainage Way2 0 .5 1 1?5
SECONDAR Y GEOMORPHOLOGY INDICA TOR POINTS: 44. a
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter fl
4) Is Water In Channel And>48 Hrs. Since 0 .5 1
Last Known Rain? NOTE: I Ditch indicated In 09Above Ski This Ste And 95 Below
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or. In Growinp-Season)?
SECONDARY HYDROLOGY INDICATOR
01,:
4 Are lira Isn YreSenY! .? 1 1.7
5 Are Macrobenthos Present? .5 1 1.5 I t.?
6 Are Iron Oxidizing Bacteria/Fun us Present? 0 .5 1 ?! -NJ 7 Is Filamentous Al ae Present? .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(*NOTE., IfTotal Absence OjAll Plains b: StreambD 2 1 ./ .75 .5 0 0
As Noted Above Skip This StwUNLESS VVPrwane'). ? ` '
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NCDW Stream Classification Form ?? ?? ?' "``
Project Name4Nv,,Y? ?) River Basin: V(jJb? County:ALL, Evaluatoj ? G
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date: USGS QUAD: Longitude: Location/Directions: 159(13
'PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. d 1
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified i'tural stream-this
rating system should not be used *
Primary Field Indicators: (Circle One Number Per Line)
L Geomorpholoey 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 0
4) Is The Channel Sinuous? 0 1 2 3
5) Is There An Active (Or Relic)
Floodplain Present? 0 1 2 3 1
6) Is The Channel Braided? 0 1 2 3 D
7) Are Recent Alluvial Deposits Present? 0 1 2 3 7-
8) Is There A Banldull Bench Present? 0 1 2 3 2-
9) Is A Continuous Bed & Bank Present? 0 1 2 3 3
(*NOTE, NBed&Bank CausedBvDitchlnaAndWITHOUTSirwosltvThenS core=0*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Topo Mao And/Or In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0
1
2
3
PRIMA R Y HYDR OL OG Y INDICA TOR POINTS:
M. Biologv Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed? 3 2 1 0 3
2) Are Rooted Plants Present In Streambed? 3 2 1 0 z
3 Is Perih on Present? 0 1 2 3 0
4) Are Bivalves Present? 0 1 2 3 C)
PRIM4 RYBIOL0GYINDICATOR POINTS.•._e^
Secondary Field Indicators: (Circle One Number Per Line)
L Geomorphology Absent

Weak

Moderate

Strong
1) Is There A Head Cut Present In Channel? 0 .5 1 1.5 '
2) Is There A Grade Control Point In Channel? 0 .5 1 1.5
_
3) Does Topography Indicate A
Natural Draina a Way? 0
.5
1
1.5
SECONDARYGEOMORPHOLOGY INDICATORPOINTS:-
IL Hydrology Absent Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
1
.5
0 I -'
t
2) Is Sediment On Plants (Or Debris) Present? 0 .5 1 1.5 l?
3) Are Wrack Lines Present? 0 .5 1 1.5 `
4) Is Water In Channel And>48 Hrs. Since 0
Last Known Rain (*NOTE.- IfDach Indicated In 99Above Sky This StevAnd .5
N5 Below*) 1 1.5
5) Is There Water In Channel During Dry 0
Conditions Or In Growing Season)? .5 1
__ 1.5
__
1 a V
1,0
6 Are H dric Soils Present In Sides Of Channel Or In Headcut ? Yes=1.5 No=O 1 j
SECONDARYHYDROLOGYINDICATORPOINTS 1a.i
III. Biology Absent Weak
Moderate
Strong

1) Are Fish Present? 0
.5
1
1.5 ()
2) Are Amphibians Present? 0 .5 1 1.5
3) Are AquaticTuttles Present? 0 .5 1 1.5 d
4) Are Crayfish Present? 0 .5 1 1.5 c7
5) Are Macrobenthos Present? 0 .5 1 1.5 1]
6) Are Iron Oxidizing Bacteria/Fungm Present? 0 .5 1 1.5 1?r
7) Is Filamentous Algae Present? 0 .5 1 1.5 G
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC
(* NOTM V Total Absence OfAll Plants In Streambed 2 1 .75 .5
As Noted Above Skiv This Stw UNLESS SAVPresent*) Mostly FACU
0 Mosdy UPL
0 g
' 7 J

Wetland & stremn Ddlimeatioa
Mapping & Conealthkg
Po FJox 3097
Chapel Hill, NC 27515-3097
TO:
FROM:
FAX 1COMMUNICATION
Mr. Saran imien
DWQ 401 / Wetlands Unit
2321 Crabtree Blvd. Suite 250
Rai66. N . 27604-2260
Mr, Jonatha? Hopkins
NUMBER OF PAGES: 2 (including
DATE: December 5
D lineatians Plus
face page)
2005
FAX: (919) 733»6 93
PHONE: [phone]
I
Jonathon J. Hopk0m, MPP
Preeldemt
Phone' [phone]
Fax: [phone]
Dear Mr. Aghimien:
Here is the page of the PCN we ta) ed about last week, I have made the correction you requested
on the Phase II application. I am working with the engineer & client on your latest requests. I have a
quick question which I am sending you bylemail.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
919 932-7217
[e-mail]
DEC-5-2005 MON 10:59 TEL:[phone] NBME:DWQ-WETLANDS
P. 1
F
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. BOO the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plau 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
USACI 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.
I . Name of project: Breezeway West, Phase 2
2. T.I.F. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN'): 1700 741451
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include ph ve/lot number): Breezeway West, Phase 2
Directions to site (include road numbers, landmarks, etc.): From 1-40, take exit 198a, US 70E
& NC 50S. Turn right & follow NC 50S. Turn right onto Timber Dr. Take Timber ,Dr. to
Thompson Rd. Take Thomp em Bd 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 -1f 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): 5.76
7. Nearest body of water (stream/!riverlsound/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. The back of
this property was forested slope until it was logged more than 3 years ago. Now the lower area is
forested and the middle area it briar patch. The upper area has been previously used for residences
and has a large metal outbuddink associated with the manufactured home, and an abandoned single
family home next to Thompson Rd (Most have been removed).
Page 6 of 13
DEC-5-2005 MON 10:59 TEL:[phone] NAME:DWQ-WETLANDS P. 2
'breezeway West Phase II
Subject: Breezeway West Phase II
From: "Jonathan Hopkins" <[e-mail]>
Date: Mon, 5 Dec 2005 11:11:22 -0500
To: <[e-mail]>
CC: <[e-mail]>, <[e-mail]>
Dear Mr. Aghimien,
I have sent the corrected page of the PCN we talked about by fax to you today.
It was my understanding that DWQ reviewed stormwater plans when the project was over 30%
impervious surface. This project is not over 30% impervious surface. By the Site Data Table on the
Oct. 26th revised plans (C100) Phase II has 11.98% impervious surface, taken by itself (see calculations
below). The total site impervious surface for both Phase I & Phase II is 25.83%.
Since we are under the 30% threshold I wondered: Does your office still have to review the
stormwater plans for Phase II?
These plans have already been approved by the Town of Garner.
Phase II: Site area: 5.76 AC
Impervious surface: 30,027 SF = 0.69 AC
0.69/5.76 = X/100, X = 11.98%
Total: Phase I + Phase II: Site area: 11.46 AC
Impervious surface = 128,956 SF = 2.96 AC
2.96/11.46 = X/100, X = 25.83%
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
[e-mail]
919 932-7217
1 of 1 12/6/2005 10:09 AM
DWQ# Date ???- cT5 Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the.project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? . Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse provision measures on the site plan.
1 r ?a S S K6e '? 1a?'- d ro w 0,,
? Please indicate whether or not the proposed impacts already been conducted. S ua.;?
Avoidance and/or Minimization Not Provided b k F?' ; W r- ?A, W 1
12,.1 •?.l {?!'?,? t,lor'k$?
? The labeled as on the plans does not appear to be necessary. Please. eliminate the or provide additional
information as to why it is necessary for this project. qq '' j s 5 1 • l\ 53'°? °?
?.,SC U1SS ? b Vz ?,r)
This Office believes that the labeled on the plans as can a moved or reconfigured to avoid the impac to the
Please revise the plans to avoid the impacts.
?I b.ss •? -Fec?•
? This Office believes that the labeled on the plans as . can be moved or reconfigured to minimize the impacts to the 6-4-
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because ,
Please revise the plans and provide calculations to show that diffuse flow will be achieved through.the entire buffer. If it
is not possible to. achieve diffuse flow through the entire buffer.then it may be necessary:to provide stormwater management
practices that'remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Delineations Plus
Wetland Delineation
& Mapping
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
Mr. Sam Aghimien
DWQ 401 / Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Jonathan J. Hopkins
President
Phone: [phone]
Fax: [phone]
02/23/06
Dear Mr. Aghimien:
This letter is to officially inform you that the project known as Breezeway West, Phase II (DWQ
Project # 20051858, Wake County), has been halted by the developer. Black Cap Properties has decided
not to develop this property at this time with the planning configuration described in our 401 permit
application.
This property may be developed at a later date. If it is, the design may change significantly.
Therefore, if the developer decides to build in the future, we will submit a new set of plans and a new 401
application. Thus, you may close the file on our current 401 application.
Thank you for vour assistance with this vroiect. I look forward to working; with you again in the
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
[e-mail]
?CGC??D
FEB 2 °° !i??6
DENR - WA - ; t ; r LITY
`dYM MDS AND Si'GRMi1"?A` ER BRANCH
Mailing Address:
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
w A Tj9 Michael F. Easley, Governor
Q? William G. Ross Jr., Secretary
- North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
February 28, 2006
DWQ Project # 05-1858
Wake County
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite # 102
Garner, NC.27529
Subject Property: Breezeway West, Phase II
Dear Mr. Blackmon:
On February 27, 2006, the Division of Water Quality (DWQ) received a letter dated 2/23/06 from your
Agent/Consultant, Mr. Jonathan Hopkins, of Delineations Plus stating that the above named project has
been halted. That Black Cap Properties has decided not to develop the property at this time.
Therefore, your current 401 PCN application in our file dated September 21, 2005 has been closed.
If you have any questions, please telephone Mr. Samuel A. Aghimien at 919-733-3574.
Sincerely,
CBK/Saa
cc:
Filename: 05-1858 Breezeway West Phase II Closed, 2-28-06
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Jonathan Hoopkins, Delineations Plus, 6308 J. Richard Drive, suite # 104, Raleigh NC. 27613
One
N14x
Carolina
tura!!y
An Equal Opportunity/Affirmative Acton Employer - 50% Recycled/10% Post Consumer Paper
Re: DWQ # 05-1858 The Breezeway West Phase II
Subject: Re: DWQ # 05-1858 The Breezeway West Phase II
From: Laurie Dennison <[e-mail]>
Date: Wed, 09 Nov 2005 09:13:16 -0500
To: Jonathan Hopkins <[e-mail]>
CC: Sam Aghimien <[e-mail]>
You may wish to speak with Sam Aghimien at [phone] regarding the requested
information in the correspondence dated 11/8/05. I'm unable to act on your email
response.
Laurie Dennison
Adminstrative Assistant
DENR - DWQ
Wetlands/401 Unit
Jonathan Hopkins wrote:
Dear Ms. Dennison,
This email is to inform you that I have delivered a letter with answers to
your inquiries to your office on Friday, Oct. 28th, within three weeks of the date
of your letter. A set of revised plans was delivered to your office on Tuesday,
Nov. 1. Thus, you should have this information in your hands already. Please
let me know if there is a problem here. Also, I look forward to your response, or
any further questions you might have. Thank you for your help on this matter.
Sincerely,
Jonathan Hopkins, MPP
President
*Delineations /Plus/*/
/6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
[e-mail] <mailto:[e-mail]> 919 932-7217
----- Original Message -----
*From:* Laurie Dennison <mailto:[e-mail]>
*To:* [e-mail] <mailto:[e-mail]>
[e-mail] <mailto:[e-mail]>
*Sent:* Tuesday, November 08, 2005 3:52 PM
*Subject:* DWQ # 05-1858 The Breezeway West Phase II
Please see attached the Division of Water Quality's request for more
information related to your recent application. Please note that
this
message is being forwarded to you electronically so that you may
expedite preparation of your response. Please do not send your
response
as a reply to this e-mail or via fax. The hard copy is being sent
via
US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
1 of 1 11/9/2005 9:13 AM
OR' VY ^ i F,9 Michael F. Easley, Governor
F
p
0 ?
i
? William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources

t7 -C Alan W. Klimek, P.E. Director
Division of Water Quality
November 08, 2005
DWQ Project # 05-1858
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Black Cap Properties
Attn: Mr. Chad Blackmon
547 Benson Road, Suite 102
Garner, NC 27529
Subject Property: The Breezeway West, Phase II
UT of Benson Lake - Swift Creek [27-43-(5.5), NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Blackmon:
On October 22, 2005, the Division of Water Quality (DWQ) received additional information for your
application dated September 21, 2005 to impact 92.40 feet of streams and 4,956 square feet (ft2) of Zone
1 and 3,741 square feet (ft) of Zone 2 of protected riparian buffers to construct the proposed single
family residential complex. The DWQ has determined the application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Please indicate the diffuse flow provision measures on the site plan. The dimensions and placement
of level spreaders should be drawn on the plans. It appears you have level spreaders placed in Zone
2 of the buffer, which will require a minor variance. Please include level spreader worksheets with
your submittal
2.. This Office believes that the pond on the plans can be moved or reconfigured to minimize the
impacts to wetlands onsite. Please discuss why the "dry pond" is still shown on the plans in 4,394
square feet (ft) of "existing wetland".
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hfto://h2o.enr.state.nc.us/ncwetlands
None Caro ina
)VIaNAWIff
An Equal Opportunity/Affirmative Action Employer - 500%.Recycled/10% Post Consumer Paper
TO: Ms. Cyndi Karoly
FAX:
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC
ATTN: Ms. Cyndi Karoly
JOB CODE: 20051858
Under separate cover:
®?- I85 8
RE: Breezeway West Phase 11, Thompson Rd. Garner, NC
No. Copies Description
1 Revised Plans, Phase II
Notes:
aecR p
NOV 1 - 2005
DENR - WATER QUALITY
WETLANDS AND ST'ORMWATER BRANCH
VIA FAX -PAGES Including this Cover
OVERNIGHT
MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO: RECEIVED BY:
DATE:
DATE: 11/01/05
X Attached:
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
Breezeway West Phase II
i
Subject: Breezeway West Phase II
From: "Jonathan Hopkins" <[e-mail]>
Date: Mon, 23 Jan 2006 11:08:46 -0500
To: <[e-mail]>
Sam,
As a professional courtesy, I wanted you to know that this project will not be continuing as it is
currently designed. In fact, it may not be done at all. So, when the developer comes back to me with a
new idea, I will submit another PCN with the new project configuration.
I didn't want this project waiting on your desk when we will resubmit when necessary. Thanks for
your help on this project.
Best wishes,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow,,att.net
919 932-7217
1 of 1 1/23/2006 3:52 PM
p

oc 03

00

O ?
? I o

? - OF wArFRpG
co r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 11, 2005
DWQ Project # 20051858
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Black Cap Properties
Attn: Mr. Chad Blackmon
547 Benson Road, Suite 102
Garner, N C27529
Subject Property: The Breezeway West, Phase II
UT of Benson Lake - Swift Creek [27-43-(5.5), NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Blackmon:
On October 4, 2005, the Division of Water Quality (DWQ) received your application dated September 21,
2005 to impact 92.40 feet of streams and 4,956 square feet (ft) of Zone 1 and 3,741 square feet (ft) of
Zone 2 of protected riparian buffers f to construct the proposed single family residential complex. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H :0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Plan Detains
Please indicate the diffuse flow provision measures on the site plan. The dimensions and
placement of level spreader should be drawn on the plans. It appears you have level spreaders
placed in Zone 2 of the buffer, which will require a minor variance. Please include level spreder
worksheets.
2. Impact Justification (Avoidance and Minimization)
This Office believes that the cul-de-sac labeled on the plans as Luxorwind Drive can be moved or
reconfigured to avoid the impacts. Please revise the plans to avoid the impacts. Specifically,
please shift the cul-de-sac about 40 feet north to ensure that the cul-de-sac "bulb" is outside the
stream channel. This will reduce stream impacts by about 40 linear feet and buffer impacts
accordingly. Also, please discuss why the "dry pond" is being located in the 4,394 square feet of
"existing wetland."
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
NOne Caro na
r A al??y
r1n Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper
Black Cap Properties
Page 2 of 2
October 11, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan or Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to setup a meeting to discuss this matter.
Sinc e ,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jonathan Hopkins, Delineations Plus, Post Office Box 3097, Chapel Hills, NC 27515
Filename: SA2005 Correspondence\05-1858 Breezeway West, Phase 11 (Wake) On Hold.doc
D WQ # 05-1858 The Breezeway West Phase II
Subject: DWQ # 05-1858 The Breezeway West Phase II
From: Laurie Dennison <[e-mail]>
Date: Tue, 08 Nov 2005 15:52:06 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
5-1858 Breezeway West' Phase II (Wake) On Hold.doc Content-Type: application/msword
0
Content-Encoding: base64
1 of 1 11/8/2005 3:52 PM
A
A.
Delineations Plus
Ms. Cyndi Karoly
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
RE: Breezeway West Phase II
DWQ Project #20051858, Wake County
Wetland & Stream Delineation,
Mapping & Consulting
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
10/27/05
Jonathan J. Hopkins
President
Phone: [phone]
Fax: [phone]
ar?c?r?odgl
OCT 2 8 2405
DENR - WATER QUALITY
WETLANDS AND STOWMTER BRANCH
Dear Ms. Karoly,
R. This letter is in response to your. letter dated October 111, 2005, ,in,which you had some questions
concerning specific plan details submitted with the PCN for the above referenced project. The purpose of
this letter is to give further explanation for issues raised in that letter, to submit revised plans, and to
assure you that the developer (Black Cap Properties, LLC., 547 Benson Rd. Suite 102, Garner, NC,
27529) does not wish to have the project withdrawn and would like to work with you to prevent a denial
of a Water Quality Certification for this project.
With regard to Additional Information Requested, Issue # 1: Plan Details, placement &
design of the level spreaders: the level spreaders shown on the Breezeway West Phase II application are
from a previous version of these plans. They are not part of the current plans, and the plans I am
submitting now have had that error corrected. No drainage from the road will be directed into the buffer,
thus eliminating the level spreaders, their impacts on Zone 2, and the need for a Minor Variance.
During construction, the stream and surrounding area will have inlet protections installed and the
erosion control plan will completely operational before grading is done. No sediment or erosion control
measures will be placed in wetlands or waters.
Then, instead of using level spreaders for diffuse flow into the buffer zone, the cul-de sac has a
specially modified drainage system where water is completely contained by the curbing on the road. Once
captured, the water is released directly into the stream channel.
This has been done because the stream side of the cul-de-sac is the lowest point in the roadway
area. In order to put in a catchment basin At the far end of the cul-de-sac, from which water could be
directed by diffuse flow through the buffer zones, the low area by the stream would have to receive a
massive amount of fill, thus widening the impact area to maintain a stable slope to support the road. This
fill would be necessary to raise that end of the cul-de-sac to a suitable height to allow water to drain to the
north (far end) of the cul-de-sac. Thus, to use level spreaders and diffuse flow into the buffer zone
dramatically increases the project impact on the adjacent stream. It seemed that larger stream impact cost
justified a revision of the usual water quality treatment. Thus, it was decided that the best plan would
minimize the project's stream impacts, and deal with the water discharge in a different way. The City of
Garner has approved this plan.
With regard to Additional Information Requested, Issue # 1: Impact Justification: Revised
plans are being drafted that address concerns raised in your letter of October I Vh. In that section your
office asked for a revision of these plans. These plans should be ready by Monday, October 31. They will
be delivered to your office as soon as they are ready.
In addition, your office asked us to present a discussion of reasons for the placement of the dry
pond inside the existing, degraded, wetland. The reasoning is summarized below. However, please note
that this configuration has already been approved by your office, as part of Breezeway West Phase 1
(letter dated August 4, 2005, DWQ Project # 05-1406, Wake County). The Town of Garner has also
approved Phase I & Phase II for nitrogen loading, water quality & quantity (no net increase in the 1, 10 &
25 year storms). The U. S. Army Corps of Engineers has also approved both Phase I & Phase II (Phase I:
Action ID 200521013 & 200521100, Phase II: Action ID 200620052). Since Phase I was issued all
appropriate permits it has proceeded forward.
The reasoning behind the location of the dry pond is straightforward. That area was the lowest
area in Phase I and thus it made the most sense to use the natural contours of the land & drain the water to
its lowest point. This is the usual approach, as I understand it.
I hope these explanations & revisions satisfy your concerns. Please let me know if you have any
fix er questions, or require any additionwl documents.
S ncer ly,
Jon han Hopkins, P
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
wetmeadowna att.net
Mailing Address:
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
Enclosed: Revised Plans for Breezeway West Phase II
cc Mr Eric Kulz, DWQ Raleigh Regional Office
Mr Jarrod Edens, Edens Engineering
Mr. Chad Blackmon, Black Cap Properties, LLC
200518?a
TO: Staff
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
ATTN: Staff
JOB CODE:
DATE: 10/04/05
X Attached:
Under separate cover:
RE: Breezeway West Phase 11, Thompson Rd. Garner, NC
No. Copies Description
1 PCN for Breezeway West Phase II
1 Set of Details & Maps
1 Set of Data Sheets
1 Set of Previous Certifications & Permits for Phase I
1 Set of Site Plans
1 Wetland Map (signed copy)

Notes
VIA FAX -PAGES Including this Cover
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
L9@00%q p
OCT, 4 - 2005
RKA& 1`ORMWATOR BRANCH
DATE:
X FOR YOUR REVIEW
X FOR YOUR APPROVAL
FOR YOUR USE
AS REQUESTED
RETURN _ COPIES
SIGNED:
Jonathan Hopkins, WP
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
10/04/05
Jonathan J. Hopldns
President
Phone: [phone]
Fax: [phone]
To Whom It May Concern,
Enclosed is the Pre-Construction Notification (PCN) for Breezeway West Phase II, 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 4 single family
homes, with appropriate infrastructure, for speculative sale in Phase II.
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). DWQ Regional Office documents on stream
jurisdiction issued by Mr. Eric Kulz are also enclosed. Copies of all Certifications & Permits issued for
Breezeway West Phase I are also enclosed in this packet.
Thank you for your time in reviewing this Section 401 PCN
ques ' s, or require any additional documents.
Since el y,
J athan Hopkin , MPP
President
Delineations Plus .
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
[e-mail]
Mailing Address:
Delineations Plus
Please let me know if you have any
PO Box 3097
Chapel Hill, NC 27515-3097
} ? f
Office Use Only: Form Version May 2002
2
0 0 5 1 8 5 8
USACE Action ID No. DWQ No.
(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 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
, is not required, check here: ?
4. If payment into the North Carolina 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: ?
II. Applicant Information r.., r7o
1. Owner/Applicant Information l
Name: Mr. Chad Blackmon U t., .I (i
Mailing Address: Black Cap Properties
547 Benson Rd, N W TER 8R
?tQRMM?A1'ER BRANCH
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 Box 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217 Fax Number: 919 932-7217
E-mail Address: [e-mail]
Page 5 of 13
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;.
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Breezeway West, Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): Breezeway West, Phase 2
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) JT 46
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. The back of
this property 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. (Most have been removed).
Page 6 of 13
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, utilities, sewer &
stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The stream crossing for the road will be installed with backhoes &
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 USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Prior History is Breezeway West Phase 1. This phase was previously permitted:
USACE Action ID # 200521013 200521100, Wake County, issued July 25, 2005;
DWQ Project # 05-1406, Wake County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: "AID 200521013 authorizes NW12 for the excavation and the placement offill associated with a
sanitary sewer line. AID 200521100 authorizes NW18 for the placement of fill associated with a
stormwater pond. Permanent impacts include. 09 acre of wetland associated NW18. Temporary impacts
include 42 linear feet ofstream channel associated with NW12. "
DWQ: "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 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 on July 2 -`?; 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Numbers 3374 & 3302. "
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 is the final phase of the Breezeway West Project, as it is currently planned.
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
Page 7 of 13
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Breezeway West Phase 2 will have Stream &
Buffer impacts only: Feature B, in the area downstream of the DWQ StartA flag and upstream from the DWQ
Start B Perennial Flag (see enclosed documents), will be impacted by an essential access road & cul-de-sac; as
will the associated buffer zones in that area. The location of this stub out to the access road was previously
specified by the Town of Garner for future development in this area. The buffer impacts are generated by the
road and the narrow bulb of the cul-de-sac. A perpendicular approach to Feature B is being used to minimize
the impacts, given the specified location. All utilities are being installed in the impact area of the road, to
minimize impacts.
2. Individually list wetland impacts below: There are no wetland impacts associated with Phase 2.
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***

* T h
t eac unpact separately and identify temporary impacts. Impacts mclude, 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: o. l 0087 acre (4394 sq ft)
Total area of wetland impact proposed: None.
Individually list all intermittent and perennial stream impacts below:
Se?SH?e? GI 4 0
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?
(please specify)
I Perm., road 92.40 UT UT Benson Lake 4' Intermittent

k T :s --- 1. : a-1_.
LLaL ca?u uiiyakA MpdIdLciy allu luenuiy 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),
Page 8 of 13
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.us¢s.pov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.n apquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Phase 1 (41.78)+ Phase 2 (92.40) =134.18 LF
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

(if applicable) Type of Waterbody

(lake, Pond, estuary, sound,
bay, ocean, etc.)

1,1bL cat,11 LILLPMA JepalULMY Una Wennry temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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 1 & Phase 2). Phase 2 will develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in Zone 1.
3) Road location dictated by previous Town decision. However, it was designed to minimize impacts by a
perpendicular crossing and having the impacts fall in the narrow bulb of the cul-de-sac.
Page 9 of 13
4) Road crossing cannot be another stub out to the northern adjoining property because that is occupied property, &
a stub out cannot be placed there.
5) The Client askedfor and received a design exception from the Town of Garner to allow a 3' shoulder behind the
back of curb of the cul-de-sac in lieu of the standard 6'shoulder requirement. This was requested specifically for the
purposes of reducing the impacts to the stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because the flow from the road
will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
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.
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/ncwetlands/strmgide.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 combined wetland impacts for Phase 1 & Phase 2 are less than 1/10`h of an acre & the combined
impacts of Phase 1 & Phase 2 on streams are below 150'. Thus, no mitigation is expected. If
mitigation were necessary, we would propose paying into the Ecosystem Enhancement Program for
mitigation.
Page 10 of 13
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/index htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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
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 arP proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No ? If you answered "yes", provide the following information:
Page 11 of 13
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 4956 3
2 3741 1.5
Total 8697
- cone i extends out .su ieet perpencucuiar from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 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 11.46 Previously approved
impervious surface for Phase 1 is 98,881 sq ft. Proposed impervious surface for Phase 2 is 30,075 sq ft.
The combined total is 128,956 sq ft, or 25.83% impervious surface. See Plans sheet 000, enclosed.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Phase 2 sewer will hook into existing city sewer.
XM. 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
Page 12 of 13
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility Y: oblems, or other issues outside of the applicant's control).
Signature . Date
only if an authorization letter from the applicant is provided.)
Page 13 of 13
v
DELINEATIONS PLUS
Wodmd R $&am,1].tirtailon
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lreyawt
???rit ?ufbo ' floe Farm
•• ALZ R1:A,?vKS Tta BE• 7FM F-D IN BY CURRENT
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Phone: wr?
Project name ! description: _ CV1 4j01'-
The Department of the Army
US Amy Corps of Engineers
W*niagton District
Raleigh R,egulatocy Field Qfflue
6508 Falls of the :Neuse Rd, Suite 120
RaWsh, INC 27615 .
Attm Ms. Aaadma Wade
Pw Wetlands & Streasr Cmul*1ng & Pero iU4
Dear Ms. wade,
1, the cuir+srti property t,waer, herebw desixrlate and autb? fine Delinent;olr,- .i';u aGt C11 ;tly
bebalf as my agent in the pt-oCessills yr 404 andror 401 peninit applications, to fUT111eli uwc.,n eueSt
,?... supplemental information }n supp4)r*. of applications, ere, tron1 tills slay f0mard. 'Chas i- the Vay` of
This notification sup'arcee*5yauy provious
PRINT C? is name
Cc: Ms. Cyudi Kvoly
. NCDENR
DMaton of Water Que1ity
401 Wetlands Unit
21?21 Crabtroc Styd. Suitt? 250
Raleigh, NC 27604-2260
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Td wd7-t :OT se>aZ u,"r SO SE;'_LGtiG : 'ON XaA SSDIOdM r1NI833NIOND NOW'AOHIS : WOdJ
Delineations Plus
Details & Maps
for Breezeway West Phase II
10/04/05

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Delineations Plus
Data Points
for Breezeway West Phase II
10/04/05
0
NCDW Stream Classification Form
PrcjectNameJ- 6M tAJ River Basin: County: ?,(J Evaluator:i-, ?6?i ,IK
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date: 16Zd/a USGS QUAD: Longitude: Location/Directions:
"PLEA1NV E:
If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. ?' •et t
Also, if in the best professional judgement of the evaluator, the feature is a mart-made ditch and not a modified natural stream-this
rating system should not be used" Jtx1/-
30? S 3dt? v F?s
Primary Field Indicators: (Circle One Number PerLine)
L Geomo holo Absent Weak Moderate Strom
1) Is There A Riffle-Pool Sequence? 5 1 2 3
2) Is The USDA Texture In Streambed ple'
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 <fy 2 3
CIMTE: XBed & 8ankCaumdBvDitchineAnd N'1THOUTSirmoNtvThen Score=0*)
10) Is A 2sd Order Or Greater Channel (As Indicated
On Tono Man Ax&Or In Field) Present? Yes=3
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 1,
IL Hydrology Absent Weak Moderate Strone
1) Is There A Groundwater
Flow/Discharge Present? 4P 1 2 3
PR [MAR Y HYDROL 0 G Y INDICA TOR POI S.PRIMARYBIOLOGYINDICATOR POINTS:

'is-
Secondary Field Indicators: (C4cle0mAWmberPerLhw)
3) Does Topography Indicate A
SECONDARYGEOMORPHOLOGYINDICATOR POINTS.-,
IL Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter .--
,4) Is Water In.Channel And >48 Hrs. Since LOV .5 1 1.5
Last KnotatRain? NOTE: IDitchlndicatedbi#9AboveS This Ste And N5 Below
5) Is There Water In Channel During Dry .5 1 1.5
Conditions Or In Growine Season T
SECONDARY HYDROLOGY INDICATOR POINTS.-
,3

0

5) Are Wetland Plants in Jtreambed"!,.. SAV Mostly VHL ivtostry rAUw MOSIV L MostryrACU Mostly UYL `
(' NOTE: If total Absence OfAll Plants In Streambed 2 1 .75 li/ 0 0 '
v Skip This Sley VASESS V n
,w ?
NCDWQ Stream Classification Form
ProjectName@?7 l1`N River Basin:pckj ,
DWQ Project Number: Nearest Named Stream:
County: W e.L? Evaluator: YZ4 W S
Latitude: Signature:
Date: USGS QUAD: Longitude: Location/Directions: Cd OW (1 S1VL' tih
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. df- )-
Also, if in the best profesaional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream--this
a
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I i nom..
L Geomo holo Absent Weak Moderate Strong re d
1) Is There A Aiffle-Pool Sequence? 0 ? 2 3
2) Is The USDA Texture In Streambed 1 µK'
- Different From Surrounding Terrain? 3
5) Is There An Active (Or Relic)
H. Hvdroloev Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
9) Is A Continuous Bed & Bank Present? 0 `°.1 3
[fBfd & Bank d =0
10) Is A r Order Or Greater Channel (As Indicated '
On Topo Map AndlOr In Field) Present? Yd=3 A N =0
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: d
P
TII. $ioloir
71);A3?:Fibi`oi
2 Arm312oo
:3 s eYi h
?7 L $ivab
X,

a
? Y
1
INDICATOR POINTS:_?__
BIOLOGYINDICATOR POINTS:

4) Is Water In Channel And >48 Hrs. Since 0 .5 1 E. J5
Last Known Rain? NOTE: Ditch Indicated Lt #9Above Ski This Ste And #5 Below
5) Is There Water In Channel During Dry 0 .5 1 9
Conditions Or In Growing Season)? ,r17c%
One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 E
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 44.16

SECONDARY HYDROLOGY INDICATOR
Its-

8) Are Wetland Plants In Streambed? O SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(• NOTE: If Total Absence OfAll Plants In Streambe 2 1 / .75 .5 0 0
As Noted Above Skip This Step UNLESS 94V Present") u
I I
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NCDWQ Stream Classification Form
Project Name4qmvy,.P\ ?) River Basin: V f Jb1-' County:wgt? Evaluato6k)oasvt (b J =-- G-1-
rating system should not be used
Primarv Field Indicators: (Circle One Number Per Line)
DWQ Project Number: Nearest Named Stream: Latitude: Signature:
Date: USGS QUAD: Longitude: Location/Directions: tjQ'?3
PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use ojthisform is not necessary, d 1?
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified *Ural stream-this
¦
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
2
3) Are Natural Levees Present? 0 1 2 3 C7
4) Is The Channel Sinuous? 0 1 2 3
5) Is There An Active (Or Relic)
Floodplain Present? 0
1
2
3
1
6) Is The Channel Braided? 0 1 2 3 D
7) Are Recent Alluvial Deposits Present? 0 1 2 3 7-
8) Is There A Bankfall Bench Present? 0 1 2 3 2-
9) Is A Continuous Bed & Bank Present? 0
(*AVTE, /fRed&BankCaused BYDitchineAndWITHOUTSimosiwThenScore 1
=0*) 2 3 3
10) Is A 2" Order Or Greater Channel (As Indicated
On To o Ma And/Or In Field Present? Yes=3
No=0
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
II. Hydrology Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present? 0
1
2
3
PRIMARYHYDROLOGYINDICATOR POINTS.-
III. Biology Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed? 3 2 1 0 3
2) Are Rooted Plants Present In Streambed? 3 2 1 0 Z -
3 Is Peri h n Present? 0 1 2 3
4) Are Bivalves Present? 0 , 1 2 3
PRIMAR Y BIOL 0 G Y INDICA TOR POENTS:._e
Secondary Field Indicators: (Circle One &mberPerLfte)
L Geomorphology Absent

Weak

Moderate

Strong % . ,
1) Is There A Head Cut Present In Channel? 0 .5 1 1.5 '
2) Is There A Grade Control Point In Channel? 0 .5 1 1.5 O
3) Does Topography Indicate A
Natural Drainage Way? _ 0
.5 _
1
1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS.. Lb
`J
IL Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter I
Present In Streambed? 1.5 1 .5 0
2) Is Sediment On Plants (Or Debris) Present? 0 .5 1 1.5 1 i
3) Are Wrack Lines Present? 0 .5 1 1.5 y
4) Is Water In Channel And>48Hrs. Since 0 .5 1 1.5 js
Last Known Rain (*NOTE: YDitch Indicated In #9Above SkioThis StenAnd #5 Below)
5) Is There Water In Channel During Drv 0 .5 1 1.5
SECONDARYHYDROLOGY INDICATOR
pe-, ? eA o

140
III. Biology Absent Weak Moderate Strong
1) Are Fish Present? 0 .5 1 1.5 0
2) Are Amphibians Present? 0 .5 1 1.5 O
3) Are AquaticTurtles Present? 0 .5 1 1.5 d
4) Are Crayfish Present? 0 .5 1 1.5 4
5) Are Macrobenthos Present? 0 .5 1 1.5

6) Are Iron Oxidizing Bacteria/Fungus Present?
0
.5
1
1.5 /
/1
7) Is Filamentous Algae Present? 0 .5 1 1.5 0
8) Are Wetland Plants In Streambed?
( NOTE: If Total Absence OfAll Plams In Streambed
As Nofe l Above Sky This crop UNLESS -4V Present) SAV Mostly OBL
2 1 Mostly FACW
.75 Mostly FAC Mostly FACU
.5 0 Mostly UPL
0
p®nZ-?
s
Delineations Plus
Previous Certifications & Permits
for Breezeway West Phase I
10/04/05

F WA7'F4
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.B. Director
Division of Water Quality
August 4, 2005
W. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Gamer, North. Carolina 27529
Subject Property: Breezeway West Phase I
Garner, NC
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 (fe) 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 (USAGE). 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 CAMA 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 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
TVA( 1, !'- inn 27604
NoQ?IlCll?Ua

Mr. Chad Blackmon
Page 2 of 3
August 4, 2005
Amount Approved (Units) Plan Location or Reference
Stream 41.78 (feet) PCN
404/LAMA 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.

Mr. 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.
QinearPly
AWKlijm
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: 051406Breezeway.WestPhl(Wake)401+buffers

Q?
micnaw r. tasiey, uovernor
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
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
NBRRO 05-096
County: Wake
BASIN:
Neuse River X
(15A NCAC 2B.0233)
Tar-Pamlico
(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 affectedpardes
that dispute a determination made by the DWQ or Delegated LocalAuthority 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 do Cyndi Karoly, 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 that you 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
AVMXA
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile (919) 5714718 1-877-623-6748
` r 4/15/2005
Page 2 of 2
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 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 USArmy Corp of Engineer
(Raleigh Regulatory Field Office) at (919)-876-8441. l
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
MMA
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
4 r ,?
IWRJItdri r. Caney, buvernur
0 William G. Ross Jr., Secretary
X01 Q? North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
j Colleen H. Sullins, Deputy Director
Division of Water Quality
April 15, 2005
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
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% Cyndf Karoly, 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 that you 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 hearing
within 60 days.
Raleigh Regional Office 1628 Mail Service Center NQUE
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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 Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Offlce) 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 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
Topo2pne - The Web's Topographic Map
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0 0.1 0.2 0.3 0.4 0.5 km
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Map center is UTM 17 713782E 3951883N (WGS84/NAD83)
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Projection is UTM Zone 17 NAD83 Datum =1.379
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MAP NAME:
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PLAN JURIS:
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DESIGN STYLE:
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0109741
THOMPSON,
RICHARD C & LINDA
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701 THOMPSON RD
GARNER NC
27529-5033
02736
0831
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THOMPSON
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1 of 1 4/13/2005 7:45 AN
Parcel Number. 1700748437
Map created on 4/13/2005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
Copy
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID.. 200521013 200521100 County: Wake USGS Quad: Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Chad Blackmon
Address: Black Cap Properties
547 Benson Road
Address 2
Garner, NC 27529
Telephone No.: 336-322-0877
Size and location of property (water body, road name/number, town, etc.): The project is located on the
west side of Thompson Road, south of its intersection with Timber Drive, in Garner, Wake County,
North Carolina.
Description of projects area and activity: AID 200521013 authorizes NW12 for the excavation and the
placement of fill associated with a sanitary sewer line. AID 200521013 authorizes NW18 for the
placement of fill associated with a stormwater pond. Permanent impacts include .09-acre of
wetland associated with NW18. Temporary impacts include 42 linear feet of stream. channel
associated with NW 12.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12,18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a, case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an. individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
_ Engineers regulatory program, please contact Andrea Wade at 919-876-8441 x30.
--- ----- - -----
Corps Regulatory Official Andrea Wade Date: July 25, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
? There are waters of the US and/or wetlands within the above described project area 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.
® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued 7/5/2005 . Action ID 200521013
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adiacent to an unnamed tributary to Lake Benson The Property also
contains stream channels that exhibit an Ordinary High Water Mark as indicated by changes in soil
character and absence of terrestrial vegetation and are hydrologically connected to Lake Benson in the Neuse
River Basin.
Corps Regulatory Official: Andrea Wade \
Date July 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus, Attn: Jonathan Hopkins, P.O. 3097, Chapel Hill, NC 27515.
?r
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 Followin 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 may be 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 (252).946-6481 to determine their requirements.
Remarks:
Corps Regulatory Official:
Date July 5, 2005 Expiration Date July 5, 2010.
Page 1 of 2
X
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
DWQ# 2-od,5 1 8SU
Plan Detail Incomplete
Date AQ1XL0
Who Reviewed: C" "('Y)
? Please provide a location map for the.project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? _ Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
?" s ??l1lCLYY?C?? 6? Lv C
Please indicate the diffuse flow provision measures on the site plan. -t -? 'c J? (ncYlsl clas S,^tmC d bC xr n
E] Please indicate whether or not the proposed impacts already been condrtcted. Y V v c 'VY
? Qpp??mrs i
id th lit 2 0 l lnu?(,? u?h? Ch vin 11
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary" Please eliminate the or provide additional (?v C
information as to why it is necessary for this project. PA",
(_Lt ? -sac Lu*of s ? 4 i I-?
This Office believes that the labeled on the plans as an be moved or reconfigur to avoid the impacts to the W4 tS?
Please revise the plans to avoid the impacts. eML?4 j r) -eoA/- 4;_.'44_C_ 404_
? This Office believes that the labeled oa the plans as . can be moved or reconfigured to minimise the impacts to the o
- . Please revise the plans to minimize the impacts. I
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer becausp Please revise the plans and provide calculations to show that diffuse flow will be achieved through.the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management ll Q _ ??
practices that remove nutrients before the stormwater can be discharged through the buffer. `
Other N '' 4l v. ^ .1 416 ? The application fee was insufficient because over 150 feet of -stream and/or over 1 acre of wetland impacts were requested. Plge
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation

13
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of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
Please indicate which 404 Permit the USACE would use to authorize this project.
t
41
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JOB N0. 163001
METES AND BOUNDS ALONG DWG:TOM623 AC CENTERLINE OF STREAM CHANNELS
AREA IN WETLANDS 4394 SF 0.101 AC nM6ER DRIVE NAD 83 COORDINATE WETLAND POINT LISTING As of s/24/o5 REFERENCES
NOT NuM~~~R ~IRECr~oN ~isrANCE DB 113gg PG ~1<.~ ~i AX 10 0070450 PIN 1700741451
N ARE HORIZONTAL GROUND DISTANCES. WETLAND FLAG NUMBER NORTHING FASTING 1. ALL DISTANCES SHOW A1D+ 704290,1646 2107578.5214 0 L1 S 32'51'28° W 32.65' h,~,
~ ~ 2. AREAS COMPUTED BY COORDINATE METHOD. A2D+ 704278,6099 2107572.3582 ~ o L2 S 42'10'34" W 34,30' DB ~ 9 PG 1 L3 s 5r4s'os" w x3.13' DB 7736 PG 631 ~Ir`ax ICI 01097-1 PIN 1700748437
0 0 3. PROPER~~Y SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD A3D+ 704274.3543 2107552,9093 L4 s 727s'z6" w 13.22' DA~;NED BOUNL~AFt'~ I_INE~:~ FROM REFERENCED SOURCES
SITE a m A4D+ 704294.7464 2107543.6443 s o ~ A5D+ 704321.2517 2107514,13 L5 N 81'40'03" W 24.72' I1.7 RC I-~ i~C-~ 1,,5
~ < A6D+ 704357.4518 2107495.04D2 L6 5 7741'07" W 44.42' ~ ~ \ L7 s n'os,oa° w 40.33' LESS ~ AC ~ R/W (THOMPSON RD) DB 5926 PG 906
A7D+ 704376.9541 2107461,1874 ABD+ 704392.6809 2107465.6818 L8 S 80'28 33" W 29.22'
A9D+ 704364.2887 2107518.4441 L9 s si•zTSS, w 12,25 .11.5 AC J- NET L10 S 81'15'34' W 73.63'
A10D+ 704360.0948 2107527.9562 u1 s 52'2s'3s" w 24.13' A 1='ORTIC)N OF TH15 t~'FOF'Er~R l-Y DOE`S LIE IN THE FEMA
VICINITY MAP (NOT TO SCALE) A11D+ 704347.5397 2107546.8888 L12 N 78'15'37" w 31.34' Dh51GNATED 100 YE:HI~ FL (?iJD PL..AIN REFERENCE FEMA
^ A12D+ 704306.5646 2107556.7969 r~ L13 S 84'44'18" W 50.56' . ~ ~If~M PANLL 37183t;U`"~~~3E (ZONE.: AE) EFFECTIVE DATE 3/3/92 L14 N 84 47 54 W 39.79' . ~
0 L15 N 61'10'21" W 39.93
I a z L18 S 72'35'26" W ~ 32.89° L17 S 6728'25" W 44.31'
0 L18 N 18'26'16" E 21.8U~-
NEUSE RIPARIAN BUFFERS L19 N 73'32'07" E 36.99'
Z MEASURED 50' FROM TOP OF STREAM ARE L20 N 15'09'01" E 53.07' TREAM L21 N 15'09'01° E 18.79'
BANK BOTH SIDES L22 N 03'20'42" E 101.26'
L23 N 55'48'28° E 46.95'
I ! L24 N 29'07'40" 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 L28 N 10'2651 E 42.06' IRVING TACKLER
N/F Q~ CHARLES TABLER L2$ N 08'15'19" E 55.53' Pi; 586
Z. DB 6301 PG 285 DB 6197 TAX ID 0204762 'I
ID 0204763 „ TAX
i~Q,
CHANNEL IS APPROX. 15
/ HA APPROX. 8' WIDE AT THIS POINT C NNE / VALE AT MIS PD+NT -
CP ! S 89'36 S 89'36'14" E 1468.02' ' CP
'I ~ N NOTE: MONUMENT ~ s OM - TORREY LaNE IM - GRAV-EL DRIVE
Nccs / / Q~ ~ z~ THE AREA WEST OF THE MAIN STREAM CHANNEL FR "RAND" ~ a~~ ~ r'? ~ THE SOUTHERN PROPERTY LINE TO LINE "A° HAS ~ 15" 12" b 15" 18" RCP PRfval~ DRIVE
NAD 83 COORDS CPP N 705577.1321 N/F ~ ~ ~'m ~ z } ~ NOT BEEN EVALUATED FOR WETLANDS AND STREAMS Z J Z CPP CMP I - ~ ; ~ TRACT LINE U
E 2105336.2946 RAYFORD IVEY W ~ ~J
D ~ , ~ 3 ry" ~ NAD 83 COORDS B 9583 PG 189ti ' ~ I .INE "A' / ~ a N• 704472.566i~ a E/I TRANSITION POINT N % r`m ~ I ~ N~
TAX ID 0077407 -s~~: F uAT~oN ~ % ~ E= 21x7466,0360 M 87'a5'D2" W 152. EIi ~ DWC? JURISDICTION BEGIt`,~ J DB 11398 P~~447 ~
~ -!ti`s - - CORPS JURISDICTION BEGINS DB 5319 F'G ~5~ w TAX ID 0070450 ~a'' v 3
~ ~ , ~ ~ Rc Z\ PIN 1700741451 M ~
I ~ /ate EVALUATIi' ~ = ~ y ~ , ~ pRIpN gUFFE~ ~ `y TRACT LIN o W IP IHIS AR.. _ USE R1P f ~ - - TRACT LINE DB 2736 PG 831 L,~ o ~ I ~ ~ ~ a
NE i 'S tt a SE.,' NQTE N ~ I TAX ID 0109741 o ~
PIN 1700748437 ~ 3 ~ o AAD+ ~ NO IMPROVEMENTS SHOWN I o z~
/ > z° ~ m ~ z ~ 91-6 ~1 M A7D+ NOT TO SCALE < N n r Q ~ E O~ STREp ~ • ~ o a ~ - ~ 16 ~`5 Li3 I~TE ~ } ~'i ~ Ow ;it1D+ n N J
/ ~ ~ z ( ~ RL1N ;iODt - ~FE' ~m ,~~:~,~~,°tAnD+ Ivy ,aril,. ,._IVIS SHOWN '~o Q
I i ~ GERALD GILBERT N ~
DB 8918 PG 1145 -a 120+ - _ PACT LINE ~ 1
~ ~S" ~ NUf~-ud;~t`~'r`i`,:TIONAL- 12D+ `s• TAX ID 0050479 " ' ~ _ N A4o+ 10, o _ ( _ ` DRAINAGE FEA711RE TRACT LINE A40+ 1D+
O, /3 COORDS a ',~5 + A2D+ / ~AD704260.7787 ~ 55.88' 1~ 15:.59' N 89'2743" W N 89'2743" W A30 A,70+ A2D+ CP N 89'26'37" W CP
~ E= 2106807.3997 ~ /N/F N 89~ ~-S"~l<<'21~'.3T IRON PIPE N 89'2743" W 2D0.00' CP 60.00' CP 66,88' CP N 89'26'27" W 39: J 89'26'27" W 395,08' ~ 69.91'~~ ~ i N 89'36'02" W 450.60' L ~ ~ CP
~ ~ TOPHER BAKER (coNTRa. FOUND CHRIS ~ IRON PIP (coNTROL) w
DB 6483 PG 501 ~',~ouND ~ ~~a,D s3 co~,~RDS > v '1 '1 "1 ~ ~ I 3 2 t 1
TAX ID 0050478 a ~ ° i0~2s:+ r949 9 m 8 ~ o - 2tD7m~~ 7603 ~ p 6 5 ~ ~
II n P~!VATE OPE~~ SPACE a~. N I o I
. m BREEZEW~~' SUBEIVISION BOM 2000 PG 1858 z / ;I i o - ~ BREEZEWAY SUBDIVISION BOM 2000 PG 1858 ~ ~ ~
I,I ~ 13~
~ ~ ~ ~Z x. ~ ~ ~
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NOT TO R F SCALE R F
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NCGS MONUE,~IT ~ ~
"MARTINE" NAD 83 COOtS A H N NA L A H
N 702716.63' E 2106644.9,6 STREAM EVALUATION AND
N U WETLANDS WERE DELINEATED BY Q 100 ii~ 100 200 300 4 U J N - -
DELINEATIONS PLUS
~~~~08 J. RICHARD DR. SUITE 104 RALEIGH NC 27613 I'IIONE [phone]
c a e =
THIS MAP IS NOT PREPARED FOR RECORDATION _ Y of THE ~uRISDICnoN of Tti'r, r,ERTIFIES THAI THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDAR ~RISDICTION OF LE'~LNG ACTIVITY, AS nog--~TLAr,c u,e
A' wA5 DRPtNN SECTON 404 OF THE CLEAN WATER ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS I,ETHAN N. STAUFFER DO HEREBY CERTIFY THAT THIRTY MADE uNDE:R MY DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE PRESENT ON THE SITE ENT ON THE SITE ecr ea~,FOecEO cONDREff PIPE
UNDER MY SUPERVISION FROM AN ACTUAL FIELD SU AND IS CORRECT TO THE BEST OF MY KNOwLEDG~ .4NC BELIEF. BUT HAVE NOT BEEN DELINEATED, UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS SUPERVISION EGULATIONS, THIS CMP eDRR~cA~D METALOPIPE~
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 YEARS01 ;EED FIVE YEARS ~ IPE iaor+ PIPE FouNo TLAND DELINEATION MANUAL ~ UP cr,.~PUrED PoINr ~fdF CONCRETE M0,9UIdENT FOUFlO
SEAL THIS 24TH DAY OF JUNE, 2005 FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEATI AND PI(NF PARKER-kFLON NAIL FOUND NE PAR~R_KALON RAIL SET FFER AND ASSOCIATES
iJAA9 IPDN PIR SEr STAN - owNER ~~'P PDH~ PDT VEYDRS P.A.
TITLI CONTACT: rsw RrcRr of wA- SUR - BLACKCAP PROPERI1ES, LLC s_v souARE FEET Acr,E
~°1 ! ~ 547 BENSON RD, SUITE 102 Do DEEn eooF.
, DAIf ~ {r~ 1 - GARNER NC 27529 Pa Pu ~ eoa~ Pc Pnslr Dnr~ eoo~~: of ~~aP` 315 Summers Walk Circle
t~~ L 4~ -i~Uv~ r-. ~ i~' AID. - lF IJNEAR FEET erw ov~P HEAD Powfe Garner, North Carolina 27529
SURVEYOE, 1NRE ILO PE LINE iH+L!
~J ^ ~ L~~ smesrAOOeESS 919-661-8294 919-661-9909 Fax
- ;y839 f!f ~ . - uNSS ,~oT suRV~vEO ncsurveyor~aol.com
'r;r+l~~~~,•t ~CENSE NUMBER

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SHEET C JER S I
SHEET 1 EXITII~ C I CO I.~I _0 P S I~
SHEET' 1 PREL C IMIN~~1~ Pl~~~~
PUBLIC
Water DistributionlExtension S stem SHEET 1 T b,, - T T ~ ~ EAR SC~~PE I ~~I~ I ~ TO?~ ~ ~~T, E . E
IITECT~ E P,;
The City of Raleigh consents to the connection and extension of the
~ Tlfl~$ e~ City s public water system as shown on this plan. The material and ~ ~r~8 eR D T ~ H~, T 1 1 S E C ~ U T _EIT PI~
~E
Construction methods used for this project shall conform to the ~
standards and spcificiations of the Gity's Public Utilities Handbook. SHEET C 14 ~ ~ ~ i ~ r ~ , ~ T ~ 1~ . ~ ~R~~I ~~E P
SHEET C R E OBI 0~ Ct ~ ~P C~1, PL~~~
City of Raleigh ~ ~
~ ~ Public Utileties Department Permit SHEET C 1. T ~ LL ~0 III .DRIB
~ ~ ~ I . PLA ~ PI~OI' IEE
SITE
Authorization to Construct: SHEET C 1 T ~ _ Co~S TRL 1 CT ~ . u~~ ICI. T~.I E S EEC
MONABREEZE
i SHEET C 1 1 ~ f r~. CO 1~STRIIC TI ~ I~I~IL S-I~
Date: I ~E
' LUXCRWiND
I
{
PUBLIC
Sewer Coll tionl i n S stem ec Extens o ~

DEVELOPER: BLACKCAP PROPERTIES. LLC
The City of Raleigh consents to the connection and extension of the 547 BENSON ROAD SUITE 102
GARNEP,, NC 27520
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the PH ~t~ 772-205
NC standards and spcificiations of the Cary s Public Utilities Handbook. NORTH
City of Raleigh LANDSCAPE: TONY M. TATE LANDSCAPE AR HIT C ECTURE PoA.
Public Utilities Department Permit ARCHITECT 5011 SOUTHPARI4 DRIVE
NTS SUITE 2Q0
Authorization to Construct: DURHAM, NC 27713
PH 9 sl g1484~~~~0
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Date: C ~ r y
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5
~ PUBLIC IMPROVE ENT UANTITIE r Q
PHASE NU~lBEP: I~~~
ATTENTION CONTRACTORS NUMBER C~k° LCTS ~ 4
NfJMBER C~ UNITS
The Construction Contractor responsible for the extension of water and sewer, as I LIVABLE BUILaINGS ~ 4
- - -_e a - _-m-~-
approved in these plans, is responsible for contacting the Central Engineering ~JPEN SPACE? YES I ~ ~
De artment at [phone], and the Public Utilities Department at [phone] at g~UMBER CPE~ SPACE L®TS
least twenty four hours prior to beginning any of their construction. P~JBLiC V`~~ DER L~-i~ITY OP RALEIGH- 1~~.~1~ t ~ I
P@~Bl_PC SEER F-~`I ~ I (L TY CE RALEIGH ~ ~7.2~
~~~BLiC STREE ~ (L~`-, Q4`VN CE GARNER) ~d7~.~5 i;
Failure to notify both City Departments in advance of beginning construction, will result in
~ ~'i~BLIC SIUEV`~1ALK fl r== ~ i, , , ~ TO~IdN GF .DARNER, ~ ~44.6~ ~ . ~ ~ .v.m_~.U___x
the issuance of monetary fines, and require reinstallation of any water or sewer facilities •
not inspected as a result of this notification failure.
1
a ~ ,,Tal T' ~}!S~-~L ,,?IS~~ a,ti'~ OTI-~E~'~~.!~L{C E,~CIL,'~€ES {I~JCLC~'NiNC
Failure to call for Inpection, Install a Downstream Plug, have Permitted Plans on the SIDE~rN_~~. A~J~ ~',N~,~AP RAMPS ~°~,RE TC EE CONSTR~NCTED Olti ALL S'RE,FTS nc -,PEClEIEO t~!TY COi~c. TNcSE
Jobsite, or an other Violation of Cit of Ralei h Standards will result in a Fine and IVl rl In eerln Y Y 9 an E C U ~ I ~ T G e o ~ e ~vl e c FA„ILI!IE., ~~~AVE BE~f~ A. PROVED ~Y THE CiT OE RALEIGH
Possible Exclusion from future work in the Cit of Ralei h. r . ANU SHAL'_ PE SO IN~'A_LEO ~~NLESS A CHANGE IS
Y 9 6521 ree moor R - oa ulte 204 AUTHCRIZEC f3v' 4~JRITTE~~~~N APPROVAL. PURLfC' SANITARY SEVER
EASEMENTS .ARE TO BL RECORaEU PRfOR TO FINAL
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R-20 RON PI E FOUND „ • ~ ~ ~ ~ -N 8928'27 W 395.08 i ~ N 89'2743" W 212.37 0 q N 89'2T~3'~W 200.00' N N 89 7 43 W 6$8 ~ _ _ . Monuafactured Home G ~ ~
l _ ~ IRON PIPE FOUND N 89'26'37" W 89.91' N 89'36°02" W 450.60' - ~ e__ _ i ti ¦ B i i ~ ~ ~ ~ ¢(-/may ~ ~ ~1 i r ,
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and 30° C&G Standard i i ~ J Ex~stinc, S!reet Light ~
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SIDEWALKS i~.C~i'i) ~-~r,~'•+~~: CAP RAMPS ARE TC ~E CONSTR@.JCTEG~ ON ALL STREETS ,~5 SP'ECIFiEG HY CITY C~CC~E. THESE
FACBL9T~ES HAVE aEEN ,~PPRQVEG ~Y THE CiT'Y OF RAL ETCH __m..a,._.,__._____
ANG SHALL 8E Sit i~lSTALLEL~ UNLESS A CHANGE ~S
CONDITIONS FOR CONDITIONAL USE DISTRICT SITE DATA TABLE AUTHORIZED ~~CY 4~~RITTE'~ APPRJVAL. PUBLI~~ SANlTAR°~` SEWER y , q,~6~a~~~A,, =Fr
PROJECT: BREEZEWAY WEST, PHASE II EASE~~ENTS ^.GE RECCRCEG PRiC~R TO ~!NAL ~ ;,y~~
1. EACH HOME WILL HAVE A MINIMUM OF 2,600 HEATED SQUARE FEET. OPEN SPACE: REQUIRED = 9.15 AC (107) A,CCt~ TANCE. c~~mc'~:5.~9,,r,/~ ;
SITE INFORMATION: JURISDICTION: TOWN OF GARNER PROVIDED = 2.87 AC (25%) 2. EACH HOME WILL HAVE 2-CAR GARAGES. SIGPJATURE
EXISTING ZONING: R-40 , R-5 (C-79)
3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXISTING USE: VACANT STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 (CU) IMPERVIOUS: HIGH DENSITY OPTION _ I z 35 CHlEr ENG11~!'~~E:R~~---- _._~~.__.~m_._.,____ ! ;~aa l~I~~ ~f ~om
PROPOSED USE: RESIDENTIAL MAX ALLOWED = 357 F (2.27 AC) r ~ ~ ~9~ ®=•°s°~~~,
4. UNIFORM MAILBOXES WILL BE USED FOR EACH HOME. WAKE CO. PIN 1700748437 PREVIOUSLY APPROVED PHASE i = 98,881 SF (2.27 AC) 1700741451 PROVIDED WITH PHASE Id - 30027 SF (0.69 AC) DIR. OF PI,RLiC !+"r,pL; ~ ~ - 99 ~~%r,°~~~~~ Q AC) P
PHASE I SITE AREA = 5.70 AC TOTAL = 128.956 SF (25.83 7) 5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENT ~,„~~ular~e~ Ir~r\
OR OTHER ASTHETICALLY PLEASING FIBER CEMENT PRODUCT. PHASE II SITE AREA = 5.76 AC NOTE: PHASE II BASED ON 5,270 SF IMPfLOT FOR TOTAL TRACT AREAGE = 11.46 AC LOTS 14-17 FoR TRAFFIC E~~_, ~EE6-~n..®.___._~.____~~.~..~.~.._m--~__..~_._
NOTE: 100-YR FLOODPLAIN EXISTS ON SITE CLIENT INFORMATION: BLACKCAP PROPERTIES, L.L.C. TI ~ - , , ~~~1.4~~a~~IIV1~R~ CONSERVA .0"~rt ~.~lL;INF~=F~~__
PROJECT IS WITHIN THE LAKE BENSON CONSERVATION OISTRICI MR. PAUL CAPPS, MANAGER
MR. CHAD BLACKMON, MANAGER ~~m_~___ ~ _,.~.__~..~a._.._.~..e~._.__
547 BENSON ROAD SUITE 102 GENERAL NOTES LOT INFORMATION: PROPOSED (LOTS = 4 GARNER, NC 27529
MINIMUM LOT SIZE = 14,522 SF PH [phone]
1. THE TOWN OF GARNER'S UNIFIED DEVELOPMENT MAXIMUM LOT SIZE = 18,846 SF
nonuiAeinc nnAITAIAlC nnsn nnuc~rc crAAinA®nc rno AVERAGE LOT SIZE = 16,805 SF ENGINEER: EDENS ENGINEERING, P.C. r1~ ~1~T~-Ttr Cf ~T ~ ~`.iVi~ Fn~~r~ac~~r°~~~~° ~ ~,~r~r~ ~~~t~~l~n~~~~ ~~~~~~r~~~~k
vnunvruvvv wivnuv~ ucr~wrmcwi vinivvnnw i vn SINGLE-FAMILY AND MODULAR HOMES; PLEASE SETBACKS: R-15 ZONING: 6521 CREEDMB. E P.E.
REFER TO SECTION 6.8. 6521 CREEDMOOR ROAD OAD -SUITE 204 FRONT: 30' RALEIGH, NC 27613 50 p 25 50 100 200 6.521 Creedmoor Road -Suite 2w,, Raleigh, NC 27C13, (9 ?lh: 1 " 844-1 3C3C
2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG SIDE: 10' PH [phone] i
THE NEUSE RIVER BUFFER WILL BE REQUIRED PRIOR REAR' 25 FAX [phone] '(91 19) S44-1323'
TO ISSUANCE OF A BUILDING PERMIT FOR CORNER: 25' INDIVIDUAL HOMES. MAXIMUM BUILDING HEIGHT = 35' EMAIL: info~edensengineering.com IN FEET cmall:1nfo4l ~ederiSengineerldig_Com ( )
1 inch = 50 ft. i Drawn By: SL S
September 1 2005 C100
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/ ~ ~ - / I , , , ~ ~ , e _ I Lirepo*s entire ~ d, not ~ J,.eifv. ~ ~ ~ ° F+RE4IMINARY P4AN5 -NOT FOR CONSTRUCTION Ili=lil-lily I
~ ~ ; J THI N T WI R M V UPON FiNA - - " k . ? > ~ ~ ' I ! s c E LL BF E o ED L ~ ~'L:-~ivTll`v~ DET~i~.,~ I~` i ~ APPRCnJAL C~ GOVERNMENTAL AGENCY APPRCIdiNG SHRUG PEC P„AfJT16JG - a
j r THE PLANS ~~'~mea~k°r~~`L , ,~V
i~_ ~ i ~ i~ I ~ ' DO NOT BID 7HIS SET OF PLANS UNTIL LABELED '~~r °Y~~ ~d~,,'~ 'r~ 1 'a~tOvlD FOR CONSTRUCTIOIP TONY n. TATE ~~"~e~rtemlr!~ try
i ~~v ~ I1 ~ _ i; ~ ~ I ~ LANDSCAPE ARCHITECTURE P.A, IS w Na PART C~ENER~IL PL>~NTING Nt~TE RESPOws+BLE FOR BIDS oR B!D CHANGES.
~ / ~ , i •OWNERIDEVELOPER~SURVEYOR SMALL OBTAw 1. vER1EICATION OF T9TAL nUAN!TIES at Sr+OWN r aT ?~~_~NT I_+ST SHALL 8E TP= r~~ i FWAL GONSTRUGTIOtd Df7CUMENTS FROh'~ DESIGNER RESPGNSIBILIT.Y OF THE PLANTfNO 7 ~ "-~E T~ A~ 6~U~rNiTIES ,HAIL gk
~ ~ ~v ' r~ i - i '"f 7 ~ ~ PRIOR TO CONSTRUCTION STAKING. REOUIREC ON THE PLAAITNI' °LA.N, I
~ ~ i - ~ I. ~s ~ I 'THE CLIENT SNALL BE FULLY RESPONSIBLE FOR 2. ALL TREES SHRUBS AND 9ECCIN~ '^n ~ 5'r~~~ NYORM Tn TRE -r~E°TEC , xNDRR3S
4 ~ h i THE EXPLORATION AND IDENTIFiCATiON OF ALL ESTAE~~HEu of '~iE ANfEh~ti~ ~ ~ i ' ~ ° ~c bd Pv i ( 3. ALL ~AUCER~ d1.t! 9E x~AK~ .it _ a~ w,,~ ~ ~E ~ tM1n`N~EuI.~ i ' - itL p`~~t; SUB-SURFACE CONDITIONS ON TPTE SITE AND
/ , ' SHALL PROVfDE ANY AND ALL fNFORriATiON TO ?i_~ JTIMG. I 4. SET TOP Or- ?TJOT ~I~ ^'wn c ~ ~qcr c i oE~ j f THE DESIGN TEAM. ~
I~ I ,(i r ~ ~ ! - C ~ + iii n NAT INCIVECUALLY. j =THE CUENT~DEVELOPER SHALL FULLY REVIEW 5. THE SIZE OF ALL ROOT BALLS SHAD 'ONrO}~++ , a_r.N STANnARDS_
I~ ~ I ~ wP+~ i AND UNDERSTAND THE WFORrIAT10N DEPICTED ON 6. FERTILIZE ALL PiANL- W1~N AGktEQFtii Lu rGli=~p~ ~ RE r~,'-ditEC Tt;ESE PLANS AND SHALL APPROVE THE RELEASE A? MANUFACTUR RS RECC4MENL!ED ?^TE.
I ~ I ' I 'I \ , i ~ OF Th'ESE PLANS TO BE SENT OUT FOR 7. GUYING, IF NECESSARY, SHALL 8E~ N c~ hJ; GRGWING SEASON. CONSTRUCTION. ALL RGGi 8AiLG 3EMOVEC ERC~+ C~ ti ;,J~~t;; i, _ ~E ~C-RIFIEC rRt,R T% o _,t;,_'-:G.
I~:~~ ~ ~ % ii ~ ~ S. AIL TREES HZivE KEEN L,,HTt gti.T F , P-:~ ,R T;`iG JET ~ I OWNER: DATA; -
~ i I ~ i 1 ~1 ' ~ ~ i CR `;7RUCTURE~. i ?G. 04NNERS SHP.LL MP.!NTAIh! a.L SLANT .i~~!S 7!; ~,,"TERI"'~ IN CC FE.,! ;hJD Tii15 (~AWNd(y I~ 3wE PROF"ERTT ANY CEAw G.,, AL.. Y OR ML,,ING ,,.~5 L- ~ 'J. h' L.;CI~L" - ~„h
~ ~ n~ ~ ~ ~ ~ „\t V n ti~E rH cC o =,~0 e i n n -r~~ Ti}~! ~ "1, ,,,TE - lANCSCAPE ARGS~I , EGURE PA _ - - ~ ANC ;5 w0T TO BE REPRODUCEC OR COPIED IrT VEGETATION WHICH CONFORMS T6 TH I !ITIA_ ~ 4~ a,; c pIvCAP,CS OF THE LANt'Si,„PE
~ f i~ it % ~ 1 ~ 1 ~ WHOLE OR IN PART WITHOUT PERM1551ON, ORCINANCE t1, HEHORT ANY CESCREPANCIES TC 1r ~ .,r, ~ ~L ARCHITECT,
I ~1 t ~ ' F i o I i n t ' J 100 o dp a r _ ~ °IT 15 NOT TO BE USED ON ANY OTHER PROJECT 72. SUBSTITUTIONS OR AITEHAT10N5 SHF ~1'__ ,'~'yr -RI:;F. WR4?TEN ~ ~'=?'~0~~,~
AND IS TO BE RETURNED UPON REWUEST. OF -HE PRC;C ~~tJCSC~ F ? _ 13. ALL PLANT !AHT N~ „HA o_ -
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NOTE: FLOWA6LE FILL BACKFILL N ..l i l l FILL BACKFILL MAY BE REQUIRED AT tlTli_ITY l
I CROSSINGS WHERE A UTILI' I III T Rim ~7" ~ ' UNDER A PREVIOU5LY INS1 WHERE A UTILITY TO BE INSTALLED CROSSES 'REVIOU5LY INSTALLED UTILITY, r ~
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I GEI I GENERAL ~1TILlTY NOTES a_.~. ~.~_~.m _~P._~_._.~____ 0'~L'?Y aFdSTAL~~`~T{pN AND OTHEK' PUBLIC FACILITIES PNCLUD~N`, ~ iii
~BLEWALKS AND ~ANOiCA~ ~'AMP~ A.RE TO BE CONSTRUCTED
t. t. ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CiTY OF RALEIGH (UTILIT,E~} IfLL STREETS AS SPECiF°ED BY C(T°Y CODE. THESE a '''"'"'gym. STANDARDS AND SPECIFICATIONS. .'s!TIES HAVE BEEN APPROVE! BY THE CITY OF RALEIGH ~~~~,~l~? ,
'r SHALL BE SO !NSTALLED UNLESS A CHANGE IS ~.~~,~.a~1d
2. 2. STATE WATER AND~OR SEWER PERMITS ARE REQUIRED. THE CSTY OF RALEIGH ENGINEERING -'~~NORIZED BY WR9TTEN APPROVAL. PUBLIC SANITARY SEWER ~ ~ ~ AND PUBLIC WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE C UC ~-.,tM;_NTS ARE TO BE R~CORDE~: PRIOR TO FINAL i ~'i°~
DRAWINGS PRIOR TO 5UBMITTING THEM TO THE STATE FOR APPROVAL ~^^~~rANCE m _ ~I~~
'
3. Y SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. ; ;>vaTJRE i~ ~ ~ j~7°" 3. ALL NEW SANITAR s~SA ty y _ ' ~
4. T' BE 4' IN GIAMETER UNLESS OTHERWISE NOTED. ~-i ~;_F !:NGINEER _ _ .•..•.,•w_ ~ ~ '~T ~ ~ 4. ALL SANITARY SEWER MANHOLES C Is
5, 5: ALL NEW SANITARY SEWF,R SERVICE LINES TO 8E 4`° P~JC UNLESS OTHERWISE NOTED. RUBLIC 4~J'TILIT(ES~.•n ~.6.._~~.~.~ ~
6. e - r 6. MINIMUM PIPE SLOPE 6'OR SANITARY SEWER MAINS IS 0..~0`m. FN,~~N~.ER - ~~b~fe~a~~~~~J:~R.~'
7. H 0 7. ALL WATER SERVICE LIPJES TO BE S TYPE K SOFT COPPER UNLESS OTHERWISE NOTED. ~=,~~z,-.;Old ENC,INEeR~,~~.®.~----~~---e------_~.-.-,--•_ 1 `~~1`~~'~~t~.
~'i~~ °"i`I~~1
e. S. PLOWABLE FILL BACKFILL MAY BE REQUIRED AT UTILITY CROSSINGS WHERE A UTILITY TO BE INSTALLED CROSSES UNDER A PREVEOUSLY !NSTALLED UTILITY. r-----~-~ ._.~__.__.__n...._.m.a___..~..._ _....._~,..e.._.~._
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fax: ,f?191S44-1v<)
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LET PIPE - - - INVi Jy ~1 ~ ~ at _ 1 ~ , i~~i 4,i~ r
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CB 8 12+30.47 261.92 ~ _ I t
12" 256.17 256.17 7 36° RCP ~ 1.00 I C®g 12+33.38 261.36 ' ~9`\! ~0
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emall: 17I0! l%edc'ii5 r e)a~lneerfl?1~'.Q;f~7C1
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September 1 r 20W 4
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CONSTRUCTIO N SE Q .ON SE UE Q NCE
i. INSTALL TREE PROTECTION FENf 'ROTECTION FENCING. OBTAIN APPROVAL FROM TOWN OF GARNER. I
2. ONCE APPROVED, SCHEDULE A i SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE N !
ENGINEER, MIKE COUGHLIN (856 E VIRONMENTAL COUGHLIN (856-,'548). OBTAIN ALAND-DISTURBIPSG PERMIT.
3. INSTALL GRAVEL CONSTRUCTION _ _ CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT I igr, P f
BASINS OR OTHER MEASURES A € ~y,6 81,sb , ER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS ~
NECESSARY TO INSTALL THESE IMMEDIATELY AFTER CONSTRUCT INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS ~ 'vAt~~(~
'TER CONSTRUCTION. +w.y ~ LMVl f
4. CALL MIKE COUGHLIN FOR AN C t~ SHLIN FOR AN ONSITE INSPECTION BY THE ENVIRONM N • ~ ~"7 E TAL ENGINEER TO I ~
OBTAIN A CERTIFICATE OF COME FICATE OF COMPLIANCE. _ ~ - ~ a ! _
5. BEGIN CLEARING AND GRUBBING AND GR I 2Z ~ ° ~ I+ e UBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SH ALL BE ~~~~I~
MAINTAINED AT LEAST ONCE A LEAST ONCE A WEEK AND ,gFTER EVERY RAIN. ROUGH GRADE SITE. ~ ~rqa
6. INSTALL STORM DRAINAGE, IF SI DRAINAGE, IF SHOWN AND PR f r ~ o vo ° ~d'r • 'V•~.~~rL4~" ~ 6 OTE,T INLETS WITH BLOCK AND RAVEL INLET 00 i
CONTROLS, SEDIMENT TRAPS OR BEGIN CONSTRUCTION, BUILDING, MENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON TH P - / O u~l. E LAN. rp D C3. ,s I D110N, BUILDING, ETC. SEDIMENT BASINS ARE TO REMAIN UNi1L NUMBER 8., ~ ~`~?~abi~+'~`'
BELOW.
7. STABILIZE SITE AS AREAS ARE I ~ E~ E'EE"' ! ~~~~~~~~i~~r~~~..
DITCH LININGS, ETC. SEED AND qS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, ~ :TC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF ~I
COMPLEl1ON OF ANY PHASE OF ANY PHASE OF CONSTRUCTION, ~ . . .
8. WHEN CONSTRUCTION IS COMPLE ;110N IS COMPLETE AND AIL AREAS ARE STABILIZED COMPLETELY CA ° ~ ..m.."_.~a_.~F.~..,~sw-~~~ F
MIKE COUGHLIN FOR AN INSPECT L~ ~ FOR AN INSPECT9ON 8Y THE: ENVIRONMENTAL ENGINEER. 3 ~
9. IANDF SITESEEDIS APPROVEDOUT ,STABILIZEREMOVEAoT )VED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS ETC.
OR ° )R STABILIZE ANY RESULTING BARE AREAS, A C'% I ijiee in - S r s ALL REMAINING PERMANENT _ and e i~1~I1~ ~g ~ ~~c: ,
EROSION CONTROL DEVICES, SUC )Ls DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. C ?edrnn c~i Road ~ Suite ~204, Raleigh, NC 27613
10. WHEN VEGETATION HAS BECOME I N HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE taI' ` 9 x,.44- t ~3
ENVIRONMENTAL ENGINEER, MIKE ENGINEER, MIKE COUGHLIN. OBTAIN A CERTIFICATE OF COMPLETION. tar i ,2,3
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Drawn BY: SLS
Se rerwher T r, uL o 9 jr 11
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~~...'°`o,~`r. ,e+m-~''~,. r DIVERSION ~ ~a \ , 5 ~IOEWALK'•. . 1 WC' AMP ~h ~ x `(TYP.} ~ ~
0 o b o / , rn • o ~ k~,~ . °,e~ e o o ; o i , ~ ~ ~ ~ ~ LUXORWIND ~XORWIND DRIVE ~ ~ t ~ ~ , ; . ~ F
~ e. o®e ~ , e, e. e ~ ~ STREAM IMI ~R EAM IMPACTS ~ ; , ` ~ . ~
~ ~ooyo ~~oo eo o~ ®~y o eo a~ ~ a ~ o m o ea • e ~ - d° 80.47 LF STF } ~ 7 i7 LF STREAM 14 ~ ~ ~ I
v ~ 4 510 5F 201 ~ - , ZONE ZbNE'i~ ~ ZONE ~ 20NE ` ~ 0 5F 20NE 1 ? 2 1 , 1 2
l i ~ ~ ~ 3 741 SF Z01 1 11 SF 20NE 2 I ~
gg ~ - ~ I NEUSE'' ~ ~ ~
I ~ I~~ ~ fll8i ~ 14 ~ RIVER ~ ~ FFER , ~ i~ i ~ I
~ STONE APPROACH SECTION 5.1 MAX. SLOPE ON ROAD
~ ~ ~ ~ ~ f ~ I \ ~s~
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i GRAPHIC SCALE
LUXORWIND DRIVE DRIVE PLAN VIEW so n zs so roo zoo y
SCALE: 1 "=50' R
"F j
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SURFACE FLOW DIVERSION r 1 inch = 50 ft.
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ORIGINAL STREAMBANK ~
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I NOTES:
i. CLASS BSTONE -MINIMUM DEPTH OF 24" ._..nan~ ...~._--_.w---~_
{ STONE 2. UNDERCUT FOR STONE PLACEMENT
i i
FILTER CLOTH
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M CROSSING OPTION TEMPORARY STREA LOW POINT ELEV = 262.23
~ CITY OF RALEIGH STD 40.38 # N LOW POINT STA = 12+30.47
NTS P~ c°'v N P~ PVI STA = 11+22.81 p~ STA = 12+05.56
I NH PVI ELEV = 267.93 PVI ELEV = 261.31 r ,
II ~rN b A.D. _--4.80 A,D. = 10.52 ~ ~ K = 14.58 K = 9.08
I X~~ W(Y~
70.0000' VC 95.5000' VC
TlE INTO EXISTING ~
DRIVE AT 3.20`0 ^ o ro~ ~ o ~ ro ~ ;r~ ~ ~
+ fD O N + co O N ~ CJ i
W ~ I (%1 V !i U
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Nh ~ _
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~ TYPICAL ROAD SECTION -LUX®RWIND DRIVE
32' B-B Existing I NTS Existing rode 25' Left f ` I' ~ 45' DEN Centerli FOR F~N•
hid j i ' r ~w
Existing Ce terline-' Roo ~i. ~ r
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10+00 11+ 11+00 12+00 13+DO ~ ~~aa~" m
I ~ ~ ~sa~~r; INS-`~~ "°e I ~
25' LEFT I ,,a }
CF CL 8" CABC ~ ~ .
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r r w N N N N N d~V NI N ! ~.~~@.~1.~~1~'~~di~1`O.Ld3
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STANDARD PAVEMENT SECTION 25' RIGHT OF CL s e i ~ ~ ~
~ ~ ~ ~ ~ r ~
N b 67 i N N N rn ~ N ~ ~ ~ ~ « ~ N N N N~ ~'i~ri~ F.n~°i~a~~~~~r~~ m I.~~r~ ~~~»l~~a~~r~~- ~~w ~.~~~~,~.c
I L Creedmoor Road - Suite 204, Rafei h, ,NjC. ~~l r
1919` 844_1 121
LUXORNAND DRIVE - t (919) 844-T32 S DRIVE ® PROFILE
info~edensengineering .cow
Drawn By: CLS q 100% -A
September 14,1005
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NEW MANHOLES USE AN APPROVED BITUMIPJDUS I
BASE SEALANT THAT SHALL BE APPLIED TO SEE C.D.R. STANDARD S-2S THE FOP pF THE CONE SECTIpN 7p PROVCEE E n C ~i d G I MANI~~L` ~~AME AN I ~ D GIJ v ER ~ -
PRAPERTY MINIMUM 36" HQRIZQNTAL CLEARANCE FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL. I I 7
LINE F'RQM ANY ABJECT, ? ~ COVER 120 LBS, MINIMUM
S +
~'•Q ,.a FIRE HYDRANT, PUMPER NAZZLE TQ ~ I
BE POINTED TAWARDS FIRE TRUCK ACCESS. 24°' MAX ~ a ~ ~ ° ~ ~ ~E
G x w e ~ ~ I
TRAFFPC FLANGE BETWEEN o I ARM I T P h' \ ~ _ .-w__ ~e
2° - 6° RBAVE GRADE ~ I (U ~ @ ~ ~ ~
: ° ECCENTRCC M.H. CONE MAY 5 ~ -6» CURB AND GUTTER ! ~ ~ ~ ~
SIDEWALK PAVEMENT BE usED pN B' , IO` AND I ke'.i~'+; ':ta •i ® D P2' SEWER MANS. ~ ~a ~ + f d 1 `
~ ~ ~ r.'~, D' MANHOLE CONE AND BARREL 4 2~ ? 2"'
~ VALVE BA 6' GATE VALVE SECTIONS SHALL BE AS PER q 5" f + i r ~ ~ + ~ ~ ~ ~ , 1 ~ ,r
` , .d, ASTM. STANDARDS I
~ COMPACTED BACKf ILL , :.P 4'-6` DIA, AS , • CANC. THRUST ~ (TAMPED IN 6" LIFTS) BLACK "D REQUIRED ~ '''a' f ~ 4VE ~ F
as A E ~ o ~ ~0 I s ~~~CE ~
- - 4.n ~ ® d 6' MIN. BRANCH PIPE ~t ~ Q 'Q' RING SEAL P I ~ ~ i E I
o ~~~o ~dood~. '`+n. MAIN 4. ~r > AR RAM-NECK )d 0 OC~00 r +
4" A .'/,:D ' S ~ A
1 ® 6. •m SIDL
® , 1... .'a ;:.•a RUBBER BART PLAN CQNC~ SETTING SLAB 3/4 NAT DIPPED " .~.a'~.., °..p"",'.. LATERN. INVERT SHALL FdOT EL.FVATIL~N r
ALVANIZED BRIDLE 1~- 0 ~ ° • ~ 4. BE LOWER THAN MAIN 5PRING- 1'-3'x 1'-3'x 4' THICK p:.o . • • :p y Yv LIME. MANHOLE NEEDS To BE SLIP RESISTANT CLEAT j + I
RQD MAY BE CAUPLED . ABOVE 1oD YEAR FLOOD PUIN ONCE. .b : ~ , OR SEALED AND VENT TO BE 1' 3000 P,S•I. CANCRETE ~ .D. 6' A6DVE 1DO YEAR FLD©D PLAIN. M 251646"~- ~
THRUST BLACKING t' ' ? • • 4 •4 ° '.e ~ WHEN MANHOLE TOPS ARE !N 7 CU. F°T, CRUSHED EXCES5 OF 3' ABOVE GRADE. r- i ~ - ~------23 lllfl6' ~ ~ n ~ ~
STONE MIN, NDISTURBED EARTH, R" OUTSIDE srePS MusT BE NOTES: - PROVIDED. SEE STANDARD
SECTION A A T S-2B FOR STEP DETAIL. IN BUTYL-NEK OR - ~ 1 ~ 1 ~ " I
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, NON TRAFFIC AREAS, TOP OF WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US PIPE. FRAAdE ANn COVER SHALL 6E 12" i APPRCJ 1ED 7 Ill" ~ ~ r~
INSTALLED A MIPd. OF 1' ABOVE 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. FdNISHED GROUND SdYRFACE. BET4IEEN FRAME I f ~ I AND COVER + ~ ----_.e,_..~ _L ~
3. fi" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. SEE SEWER DESIGN sECrIpN ,
4. STEEL RODS AND BOLTS SHALL BE 3/4 NOT DIPPED GALVANIZED. • .a' • ELEVATIDN 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. ° • IoN a ~
6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE A ~'O °'a. A ~ MIN. 9' cDMPACTED B67 sTDNE ' I 33114° -r-.~..__
HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE I o' 'p. BASE TO BE INSTALLED i ` h i w
SHALL BE INSTALLED NO MORE THAN LOFT FROM HYDRANT AND POURED IN CONCRETE. UNDER NEW MANHOLE. #3 AR #4 REBAR 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. IN NDN-TRAFFIC AREAS, TOd' DF f NaTES+ 5s8'°X3" IAGSHiELD IN dICL~
FRAME AND COVER SHALL BE ' RI L I D LED NTO CONE OR ~ I 1) ALL MANHOLE FRAMES SHALL BE RING WITH A rn r N, ATERIAL BE DOMESTICALLY CAST NCHOR .SUNK
TNST~LED A MCN. DF 1' ABOVE CARRASIAN RESISTANT MATERIAL ' FINISHED GRDUPdD SURFACE, RUBBER PLASTIC DcSIGN DEPTH, AND 5 'B °X I" fi,f K ~ 2) FRAME SHALL BE A MINIMUM HOT DIPPED A I ~ F n
d, p ' ~ WEIGHT DF 182 LBS. WITHIN G LVAN"ZED ~ ~ ,
CITY AI' RALEIGH D'p • ' ~ ~ ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, m •.o CITY QF RALEIGH CITY d I PUBLIC RDW AND 160 LBS. CAG BOLT AND WASHEFr. f ~ m, ~ CITY CIF RALEIGH ~ WITHIN EASEMENTS, p°'~"~~
OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES THE FIRE HYDRANT, THE PERSON RESPONSIBLE ~ DEPARTMENT I 3) COVER SHALL WEIGH A CITY OF RALEIGH i DEPARTMENT OF PUBLIC UTILITIES MIN, CIF 120 LBS: ~
FOR THE WORK IS RESPONSI6LE FOR ADJUSTING STANDARD r IRE HYDRANT STANDARD PRECAST SANITARY SECTICIN A - A THE FIRE HYDRANT 70 STAY WITHIN COMPLIANCE. S T A N D A R D DEPARTMENT OF PUBLIC UTILITIES ~ ~ 7 ~ 43 ALL MANHOLE FRAMES OUTSIDE _-r__,___ STANDARD SLIP RE~,ISTAN:
INSTALLATI®N DETAIL I SEWER MANHALE OF PAVED SURFACES SHALL BE ~ ~ ~ "I MANHOLE STEP TA BaLTED ra THE cDNE STANDARD MANHOLE C~~1'~i~
DWG, NA,REVISIANS DATE REVISIDNS DATE I REVI NS MANHOLE ; DWG NA. SID DATE REVISIONS _ DATE DE IL T N R T _ >IDNS DATE REVISIONS DATE SEC ID D RING WI H A
AB6 4-6-04 Y.C.A. d2-31-92 ABB 2-21-05 DWG, NQ. REVISIDNS OAT! ~J-~ S-20 RRH 3-30-00 RRH 3-3f S-88 ~ MINIMUM DF 4 BOLTS PER DWG. NO, REVISIONS DATE REVISIONS DATE ,RH 3-30-0 FRAME: ?-i-87 3-I-87 A,B,B, 2--9---0s~
~ S c5 ' RRH 3-30-0
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SHOULDERS, SIDE C~ITCHES, SLOPES
SLOPES (MAX, 3:1) ~ ~
EXTEND AVER INVERT ~ SEE DETAIL W-22 R m,.. TOP OF VALVE NEEDS TE FAR METER BQX R
~ A ° BE 12' BENEf;TH TUP OF, DATE DATE TYPE PLANTING RATE
` EXISTING SEWER MAI ~ ~ r W } e D. . METER BCC D. ~ AUGUS 1 AUGUST ?5 p NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
RAADWAY ~ NOVEN K. , GROUT 4 ; ~ NOVEMBER i -MARCH 3 ?ALL FESCUE AND ABR+.9ZZ1 RYE 300 I.BSJACRE - 9
_ C " ~ MARCH f _ / SIDEWALK DUAL CHE<K VALVE ~ _ ~ APRIL MARCH 1 -APRIL 15 TALL FESCUE 300 LBS/ACRE j APRIL ?5 -JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBSfACRE i i
..p " BACKFLAW PRE- J LY . ~ 5/8 METER r 4T ~ U JULY 15 -AUGUST 15 ?ALL FESCUE AND ***BROWNTOP MULLET 35 LBS/ACRE ' I a~tFa;
LOCKABLE VALV V_N a IAN DE DICE ~ O 1 , Bilf SUFFICIENT TtY OfFE~ ~ f~'CPg SiSF FENCE CNi FREE aROTEC'Y~li FENCE OF
3' #67 STONE i ~ o' I € SEDIMEM UN 9RE TU fc"4dSURE CbNSFRI+CflON `Itfk/NCE IS USED. 7 >f' CDNSTRUCTNJN ON TPIE 4TE5 ARE SUCH RMT ~ '
C - 4 o CO N • . 6' -PLUG LACK ~ ? Q° r I T I - THE MUD i5 NOT RF1k7vTD 81" THE `h}iCiE 78,114- V 'I Yh::~ - I ~~Y-3" SIOFf TO ~ IAEL' ;w K~r. ,NG WER 7HF STONE, THEM 7r4 TIRES OF 1}fE I f
' 3 BACKF,L" AMPED IN ~ • 1 ~ z 5 LIFTS FXISING •~i- ';;(SURGE STONE OR RAE,ROiU °r OF'OSE:.. <-gFET, YEMICLES 4U5f BE MISFEO AFORE ENTEPoNG 7?f SLOPES (3e1 TO 2:1) ~ RaoF~Mr a=u+~sr) waE+t+ rc ~ua¢ ne"°, j
d '••'4'.•' •v '9 £ \ y ' ° D a ~ I~'. 9' • ° • L w STANDARD 3/4' vI \ ~ ~ rREA*Ea I ~ 3. IF A PRO,ECT CONTINUES TD PULL MUD AND DEBRIS ;Y° . < ' . I oN TD T~ rua~c xn«o, mE ttn~c wrHOa+n• ~ f ~ +
I C1 ~ I < OR 1° DATE rv SECTION AT RIGHT ANGLE TA EXISTING MAIN fU z ~ W9Ll CIFIN THE kRFA AND iN40K£ iNE fMWdCMLLY DATE TYPE PLANTING RATE ¢ R~ON98TE F~ERSON ~ INDICATED DN atiE sNANt7R1- ~ ~ aE>;T+nNS+~atr raTM, '3 rv~
ru o W I~ SERVIf;E SIZE I MARCH MARCH 1 -JUNE 1 SERI„EA LESPEDEZA (S4~AR,FRELD) 50 LBS/ACRE ~ + ~ ' ~
A 4'-0' FAR 8' TA 12' MAINS A ~ 45° rT m I I g~ ~ ~ I r r MARCH 1 -APRIL 15 ADC TAIL FESCUE 120 LB5/ACRE ~ + ~
< 5'-0' FOR 15' TA 30' MAINS m < MARCH ~ - mM ~ 9B
o ? ~ d 6' 0' FOR 36 TQ 54 MAINS a D ~ CANCRETE BRICK UNDER NDISTURBED SAIL CRIMP WATER MARCH n z < ~ NATESI z m c SERVICE AT MARCH 1 -JUNE 30 ADD WEEPING LOVEGRASS 10 LBS/ACRE ~ ~ ! JR + i 1y f~ ~ ~
rn ~ D v , o ~ ~ -o MAIN CARPARATIQN COCK, OR SUPPQRT MARCH ~ ~ A 1. FLAW SHALL BE MAINTAINED a ~ ~ D PRAPERTY LINE MARCH 1 -JUNE 30 ADD HULLED COMMON BERMUCAGRASS 25 LBS/ACRE _ _ "^_~+N. , ~~;s~nN.~ NEw .aNSTPo.x7Rbd ~ r, E1fpTINO ROADW'ar _ -~-t ~ i ~,r
~ DURING C TR ~ ~ • ~ I JUNE ~ ~ ~ QNS UCTIDN• " ~ ~ NATESI CQRPARATIAN CACK 5/8°x 12" CAPPER SETTER JUNE 1 -SEPTEMBER 1 ;**TALL FESCUE AND 120 LBS ACRE ~ ~ ~ «*«BROWNTOP MI ET / 1 ~ ".:I' t E I
w ~ ~ d ~ ~ P, THIS DETAIL TQ BE USED ~ .AI ~ Z ~ n METER YAKS ~ 25 LBS/ACRE - . ~!a M+N, *'*OR SORGHUM-SUDAN HYBRIDS G 1°" i.- ~ ~ ~i
" ~ ~ -a ~ ~ -I WHEN A 6' AR LARGER GROUT ;g ~ D z T w I ~ ~ ~ ~ I ~ ~ d -d -I 1, WATER METER AS MANUFAC,URED B= SENSUS, SET BQX QN CQNCRETE BLACKS z o• ° ' ~ D ? ~ AR SCHLUMBERGER, SEPTEh 30 LBS/ACRE - - ~ >
v ~ ~ ~ a ? LATERAL NECESSITATES I-, i0 ~T SEPTEMBER 1 -MARCH 1 SERICA LESPEDEZA (UNHULLED-UNSC.4RIFIED) 70 LBS/ACRE 18RM UNDER <.TlAVe gKp TALL FESCUE 120 LBS ACRE
~ ® 'r CANSTRUCTIAN QF A NEW ' . . 6` 6` c. ~ n d ~ ~ I r v e 2, DIRECT TAP ALLOWED ON MAIN hC °_ARGER ~ ~ ~ c D MANHOLE. ~ ~ c A ~ ° ABRUZZI RYE / 25 LBS ACRE ' ~ / d ~,~,-~ecr~ j
~ ~ D THAN I6'. 3/4 AR 1 TYPE K < ~ ~ H r 3, SEE STANDARD DETAIL SAW TQ CUT SPRINGLIKE < I-i r r
~ FH I ~ ~ T , , p A ~ " S-20, f AR PRECAST MANHQLES, I rn Z ,r, ~ ~ 3, METER BAX TQ BE LQCA a ED IN R; ADJACENT TA PRQPERTY SQFT CAPPER PIPE, I t_1_JE.. ~.~".~~IRIiC°@'1Or'MP'IW'T'sT!Al`tiC_s; ~ V 9~
m = ® ~ ~ c z o N LINE, AR IN APPRAVED EASEMENT ADJACENT TA R/W. NA JAINTS AR CAUPLINGS ® z ~ r ~ 4, THE CQNTRACTAR SHALL , . z -H c = ~ H ~ ' a D Q° -H Fl PIPE, NQ JQINTS QR CQUPLINGS, z D r PRAVIDE A MINIMUM 6' COMPACTED • '••p' • ; v , . o'';•- •p ~ 4, WHEN THE GRADE CHANGES, A CAPPER RESETTER CAN BE r~' 1
CONS ~ # 67 STONE BASE, a ` ' ' ° } ' ' ~ h USED TA ADJUST TA PROPER GRADE. INFOF f CONSULT EROSION CGNTROL ENGINEER OR SOIL CON RVA I + ~ . "1 SE TON SERVICE FOR ADDITIONAL ,
® ~ 5. FOR USE ON DIP AN PV N Y. D ° m ABOVI INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ~ 0_~.~ - ~ ABOVE VEGETATION f2ATES ARE THOSE WHICH DO WELD JNDER LOCAL CONDITIONS; OTHER I, ~ "4 Py
a z ~ D C 0 L EXISTING SEWER MAI ~ rn 5, FQR STANDARD METER BAX SEE ,h;-C? SEED! ! I D (NOT ALLOWED ON VCP} D SEEDING RATE COMBINATIONS ARE POSSIBLE. ~ v i ~d
° ~ 6. SEE DETAIL S-21 FOR REINrORCING SECTION ALANG CENTERLINE AF EXISTING MAIN -I Q 6, ADDITIONAL BACKFLCW PREVENTIAN DEVICE MAY BE Z I P T MP RARY - v i w ~ RESEED ACCORDIr@G ,0 OPTIMUM SEA50N FOR DES@RED PERMANENT
N ° ° REQUIRED IF USED ON MARE THAN TWA RESIDENTIAL UNITS, VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER i2 INCHES + '
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT. j I E
9flEt /Bkt P09r
rDEWATERING CONCRETE BLOCK mm SEEDING SCHEDULE
e SEEDII~IG S~ yEEDII~IG ~CHEDTJLE DETAIL I
f a, ¦ s ¦ o N.T.S. - ¦ ¦ . ¦ l.T. S. ',i u
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CONSTRUCTION SPEGFICATIONS 1.} CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP f
o~;®®g °°~°°~~.•c~~~o&® ° ~I~ Hats 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ o OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. I~ _ ____.,~~.a,___.___...
°o ~ ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ~ 0 o `~S-~ m DRAINAGE. THE FOUNDA710N SHOULD 6E EXCAVATED 2.} RIP THE ENTIRE AREA TO 6 INCHES DEPTH. I
~~o AT LEAST 2 INCHES 6ELOW THE CREST OF THE STORM ~ aact DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ~ ,,i Yiti i'~"FCfde",r1. 3.j REMOVE ALL LOOS ROCKo ROOTS, AND OTHER OB5TRUCTtONS r ,~.^y., t t,r~~~, fy
o ~ ANO TO AVgD WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLt~'E, g2AVEL FILTER ®o IF N ED RA LEAVING aURFACE REASONABLY SMOOTH AND UNIFORM. ~ y``~;~J~"=•°•'
EED qVE LATE L SUPPORT TO SUBSEQUENT aa~°o ear ROWS BY PLACING 2>t4 WOOD STUDS THROUGH 4.j APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE e~°°,
~ o° ° o ~ BLOCK OPENINGS. WIRE SCREEN I UNIFORMLY AND MIX WITH SOIL (SEE BELOW;) - ~w~.=.+
J PAN F T N 2. CAREFULLY FlT HARDWARE CLOTH qt COMPARABLE TEMPORARY SE[NMENT WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL POOL DEWATERING I 5. CONTINU T! UNTI - ~ j E LIAGE L A WELL PULVERIZED, FIRM REASONABLY
s<rmis slnrosr BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. ~ ~svao~rzxncsaus 3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN UNIFORM SEEDBED IS PREPARED 4 TO fi INCHES DEEP. ~ a•,C <va~:JIN~~~` 'w;
DIAMETER, PLACED 2 INCHES BELOW THE TOP 4'~ ~ OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1' MINdMtJAf „ - 16' I 4 fi.} SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED ' ~=-~5;= ~
-ust s,r rmcc a".v ser, oAwleea ~x.~ vu aae G MAiOMUM ars xor [1L® I/4 Ar7Y NO lflfJ! M ~ ° ra ~vwa a ar SMOOTH IT TO AN EVEN GRADE. OOT X57 WASHED - raGS 6 i® Ra y~, S70NE 65 REC~AMENDED. 6 ' T c ~ ~ ~`EE~ LEGHTLY WI.H SEEDING EOUdPMEN, OR CULTIPACK AFTER ~EEDING.L I` ~ , „
-00 ff if R1tE NFM !0 ~ fltlAFb I"ML Y, ` 4RAOE F?NY Nb1pCM. r ! ~ ' a I,-7~ a~ ewe ~ II , I 7.} MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 4
YN. 10 L4 YMA ~ Y WI, CPFP I I°i qR'S R au 5ar • SEDlA9ENT I s.j INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
NI°191 1011 AS OpFC•I®% BlaFbv ` RESEEDINGS WITHIN THE PLANTING SF~SON, IF POSSIBLE. !F STAND ~ ~,~rT~~~~ }
I M,e ~ SIDF_ VIEW S ULD I V R O d DAMAG TA H ~ T HO BE O E 6 ED, REES BLIS FOLLOWING ORIGINAL, ~ ~ LdME, FERTILIZER ANI7 SEEDING RATES. ~ t ? ~ ~ } ~ ~IC3I`u
pol"AY I'MaOM iry K M lbY~e/ fan 1
~ ~ ~~~~p^"Mr ~N STANIOARDBLOCK&GR,4~L~ DROP[NLETPROTECT'ION 9. C NSU T CJM P. N . « w ~ _ . -._~Iu_- a } D L EFS ENVIRO ENTAL ENGINEE 0 MAINTENANCE .M ~ TREATMENT AND FERTILIZATION AFTER PERMANENT COVER iS ~ ~ ,d
o"T wEw s~,T ~NC~ I * ' gi ESTABLISHED.
I ~ tl 1 ~1 I. ,..~.,r-.,..man.,,.,,., o,. ~ .__a._.-_,ma. rA~,
*APPLY: AGRICULTURAL. LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE s•- i % Il t:,i19tY~`~i 211
SILT FENCE OUTLET IN CLAY 'SOILS) I_ t et CnOOt° Oa~i gy o 11iT,e l Raleigh, NTC z ~d FERTILIZER 1,000 LBS./ ACRE-10-10-10
~ J21 SUPERPHOSPHATE - 500 LBS / ACRE 20% ANALYSIS
MULCH - 2 TONS / ACRE SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION 0 300 GALS./ ACRE I r°x "a I_.'i?`O(ll °LeI1sC'T?'TYee~'9I4 .'C T?"+
Drawn Bv: Sji_ SEEDBED REPARATION
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UJ O r _ ~,~v ` DTILYTY 9TNIP Q ~ Dp,PO~ YP f" D, 01 N9IN.) I C I° TI (p OQ'Sti DROP pA13 2' OE7FCTPB~E 0.02 .MIN.) 0.04 ((wA%., I 4 ~ N ~ U ~ & NOTES: '1...+ Nb STD. 2'8" WNB ~Af~FS"~ 0.08 {WA%.} -O.D2 (NOpd.) ~ 'p R ~ Y i
~2~xD ~~rrm s~asN d.D4 INa~.J~ ~ I I U--Id NZ , s ~ O ~ ~ ~ ~ ~ ~•e,-....-~-~-° O ~ ~ x ® ~ ~ RESIDENTIAL DRP/EWAY i0 BE F.W R i MAXIM 1 IP! _ D rVEWAY DBE UM 2 ~ ~ , t + - r-4" id,~ ~a..a._ -__-e_.w_
x~ D D m ~ [u Q Z~ ~ R ~ WIDTr1 UNLESS WRITTEN VARIANCE ~ Cp CO e7 la, ~ ~ ~P a- qD ~ O ~ D ( GRANTED RY TOWN ENGINEER 5S WRITTEN VARIANCE iS c a - am?°ea: a ~ a s=~i j 1 I ~ F TOWN ENGINEER k ~ d ~ ! ~ _,y i
Z rx-I ~ O .N 3'0 II % IQ- x I` Z ~ Z ~ 2; COMtiAERCIFL ANO INOUSTRW. DRR c~ ~ S ~ ~ > ~ ~ ~ ~ +y ®J ~ ~ I BE A MAXIMUM OF 3Q' Ui WIDTH ANO INDUSTRW. DRIVEWAYS TD ~ ~ z I ~ -7 I „ aE USED 9HRnucaoua. I i ~.d_~~_-.~_. IUM OF 3Q' Ui WIDTH PROPOSED DRAIEWAY ~ J~ ~ - ~ ; f I•s l k
' ~DD Ys SECTION B~9 o°vD~ ~ I D ~ ~ a eF r Z , P-1 ~ - ! tF DISTANCE BETWEEN DRVEWAY PROPOSED S ~J ~ ~ ~ ~ ~ I ` i csnnranNU nor srRUCr,aN _ 8, BETWEEN DRIVEWAY CUT 5c CONCR T SIgE~WFJ.K (IF APPLICABLE) ! T7 m~ y P r ~otarwn PfhiR T Kk"IYfAY, bR f HAk
~ ~ a 7~ stDEIULK 3'-4" d, Pa ~ a EXISTING CURB JOINT IS LESS TM, < ~ Xg M7 r ~ ® :n REPaOVE CURB TO EXISTING JOINT iR8 JOINT IS LESS THAN 5' E E DRIVEWAY ~ ~ , ~ F I ~ ~ V ..m__~_ il6wEL5 Ar 17" CENTER RB TO EXISTING JOINT & REPLACE (3000 Fa,S.I.J fi° M!N ~ MEN ~ a t ! _ a_~~ ~ { .~s rzR£crEtl Sr° ENCtHG€R I
Z L A TAaNa7nDN DROr rAANS7rtore 1''""° p~ ~ p WfTH NONOIITHfC POUR. IF pIST! dune ~ - GREATER THAN 5', THE EXISTING ! , I. .ITH!C OUR. IF pISTANeE S , ~ u T--€ t _ ! rwo 2' PIPE waEP HlX ES AN 5', THE EXISTING GUTTER ~ r
.R ~ ' ~ SHALL BE, SAWCt1T. vARtABLE sLaPFS nor ' IAWCUT. _ r ~ ~ e,IRFr.'rEn RV EHCIraEER " i h 1 = r sbaz+s W3f ro !3E usE,D l'
e FR r : eaa SECTION AAA ~ s~ i - il- ~ B , _ GnR CCNUSiRUCTIN d6 li TTT ~ PUN :~uQW=tlrq _Y 813a.r}, 'f H£ nGYPUfii SW£ \ , b
-I I ~ PROPOSED DRIVE ISOMETRIC VIEW ~ P Y ~ ~ WITH GRa,TE & FRpP,dE RENOvEG ! A STr,NE 6RA~J ti0N51S?iN(, L_.~. i PRO OSED DRIVEWA EXISTING GUTTER COMPACiE,D ~ C3 ~ ~ b(~ 7 nUNtC 6G't)r P,~ ~ ( i- BAC'KfILL 1j'~` EXPAliSiDN JOINT 'q :._J._..~ ~ Nd. anu Storve ~ L.-_.-~ ._._._.o~...-,_~ '
In 9PDENPLK Z Z EXPAN9IIXi J07NT LL 'U' OEWEY 8805. CH-9N-4 CQNTAbBfO Yd A &AG dP ti "a tlfl :LUPRCNED EOpAL ~ r J f PdR005 FAHRID 5h9ALi ~l s' 3/e" z At atnnEfD AT aneH
~ AOa,PX(AY aO.ADWAY TEL 8.-07 r PLAN SYMBOL PLAN 8Y3Bi0L I NOTE: N4VOE%rE~YiDdOUTSYtlEATH~FT RX ~ TYPICAL SECTI®I~ ~ -'~'w weLm€D wcdr- wE'E:P HnLE. ~ E,
a N CCP NYCR ~ z = CUNe CUT FDA FOR PROPOSED fy 8 ANCHORS ! i ~ ; Alk VDR(SP Ga£Er5 !d4ER I ~ 3'~..' y@,...... '.9 I---7" ~ LA!` ^.OV17ED W!TNHSIEPS F a
~ FOTUAE RAMP YMEELCNIYR NA1PP w EXPAPI9ION JOINT ~~i0„ N n ~ m cz~j (S-~$Y0. S48.OS} Q ~i'i p° r" -t _T ON GENDER .;EPS SIDEWA1X --y-~--- _ - - a` s;.a.L 5E IN
(r ~ ~a 9EE N07f 1 ~ 7D D WO1ES: / ~YYFmy ® ~ ~ Z t. OEIECTPBLE VNAANINB DOPES SHAlI COYER 2'-0" LENGTH AND FULL NIdiH OF THE J r i • EJ a (IF APPLICABLE) E ` q ~ ~b ___r__r._ r,~~pQgncE u~tr sro. ~
~ ~ ~ RAMP FLGOA AS SNOwN ON THE DETA7La. ~ ~f eY.P,AA370N JOENT of ~ ~ N 2. THE RUfP fl4Y BE YELLOM IN COLOR OA ANY CDLDR w7TN R 704 COMRA&T RATIO. ~ EE D. 8 1) H ~ m "_-~~yp I ~ ~ 9 H i° s ~ f I r I. , P`
~ ~ ~ SIOEVwll.K I- V ~ q b F.N1P WIDTH If V N A WM+a % 8 ~ ' ~ ~ ~ q ~ 1~ R~~' ~ i b° 4 a' ~ I E l
~ ~ ~ w n ~ s _T Q d ..~..,i_ S~f_. ; ,
~ z 0 0 ®O 0 0 7' d.d' 7.a' 7.s a.s"• THYS PDRnoN of AANP ~ s/ yJ = ~ - ~ °Q D.IS°A 8' O.d' 8.8' 7.3' 8.6'^ 'fEC$T'F)RL Wy, 007 ~ 0 0 ~ s' a.o' 7.s' r.a' s.D' cADSSwALR LlBtra. P" ~ ~ I ~
~1 (SEE NUPE fs) p oso~n s' zs' a.a' a.N 4.e' ~ ~ ~ 10'MIN ;m 0 0 @ 0 0 s' a.D' B.R' as' 4.4' Z 10'MIN ' ~ P ° ~ Dower i tj2" EXPANSION J WT ~ SEE NnrE~ ~ ~ 5ECr10N-%% sE~9iGP._.'i.r_ !
5' 9.5' 8.9' 8.4' 4.1' ~ po ~ Qp ~ Q fl 5 4.0' 9.8' 8.8' 9.A' ~ ~ 30' RAD. MIN I M
a' 4. a' 10.9' .7' 3.4' ~E NStE 9 a~p PROPOSED f' s.o' lo.e' R.s' 3.i' DFE ndrFa n ~ CONCRE[E DRIVEWAY PR P 42 RAD. MAX ~ ~ { 0 OSED CONCREEE DRIVEWAY GuENStoNS AND olmrarmES fUR DoRP INLEr _ G' y3000 P.S.I. EXISTING CURB J¢ GUTTER ,109NT a ~ ~_.-~Ir AP~s ~~b9~-'tiEFpNYi9'I~"""°"°` ~"'-'-T€i ruc'~ris ~ ~ 1 ~
e, , (3000 P.S.L} a=x-(a+s"I ~ O v a _e a = DISTANCE FRdI FRONT EDGE OF 81DEWALK ~ SSW CJT TMi~ 1 ~ PIPE PA WIDTH HEIGHl~~ _ ,h en!x,_ f_ E • O ~dx h C R :OR N PIPE ~ CUBIC xAR06. '~.~.....__.-r g ~LS1G1R M'AL~ y JItW CV I LIN~ - - - - - _ - K a ¢F I ffi CO^~Nf ~ .~5 i f
'a TO BACK POIM OF .A;t {8.3341 9LOPF. ~ ° BACK OF 5IDEE4LN OAOP AEOUIREd f~l ALL PLAN ifIEW S%OEWSK BLOPES, - o ~ - t7' 3' 1' P, 8" ~ r."col 1 2 _ -'_1"_. ~g°a~H _ C.niS 1~..__ ~~j( 1 es 15 3-6 0.929 .d ? w ! il~ - n 2. 4.dJb
EET 1 OF 4 DETECTABLE WARNING DOINES DACN( CF SIDEWAlIf OAOP AEOUIPED FO.R wAL RANPB ~ EXISTING CURB ANO GUTT 3iDawu.K a<DPEe 0.09. (4C" NSry YFL~I~ NIOiiEj SHEET 1 (If 4 ~ iD 6E SAW CUT , iTING CURB AND GUTTER I 5' ~ ;ri 18" l 3`"5" f 1.D2t ~ u,d,}3 ~ n.pE9 e P<' 4'_n' 7.°5t D.Q.,~4 I 4.La85 BE'5AW CUT MIN ~ ~„_?'..-1-- a` ~ ~°-Y .isz f207 I D.+mi ~ 0.,<3
848D05 848D05 DIMENSIONS FOR CH?.NidE~
~ P wEw ~o P VIEW ~ HANNiiI.~ _ - _ ~ I ~ zy ND. SIZE E4f.h ~~t~ I I~
o N® o ~ 2 3"X4.'I° 4'-I]" ~ Cam, I 2 .3'X4.t" 2'-'6" ,
~ ~ PAOP09 Q ~ ~ a' OEIECTABi,E N } ~ ~ ~ ® i ~ 'WARNIIYf O~%'~"". Q'Q ' I, ,~_v.ae®. S ~in I ICI
D~~~N ~ oYiP CCAe ' Z¢2I,y
Hz~xD ~~atiZ ooyx i~ i~ v
x~DDan WQ ~ , IZASO ~ ~ AkKq H-U~O~
~~~°'n ~ ; - ' SECTION B•B ~x~Z~ n G') y E-t ~ 7,0' x tFJ 6- tL tD s!
DD ~ ~ ~ S ~ ,.t NarES: ~ i 4 _ - G1S5 'K COrICRETE Td Rf iHROUG'r60dr. ~ n__ t
_ ~ ~ ~ I a3wrt°r'I Z ~ ~ ~ J - ~ - _ ~O 2 ~i : ~ DROP! F'f-7 ~ • _ i CUAa i _ ~ d ~ ~°g i qCl CATi;t+ 8h4N OVER 3'-5° IN DEPTH r0 EIE. PAOV'IdEU ~ ~ , k -----.ml ~ ~a
_ ~~\~dtN ,Y °--~__~ffyea Z ~ H2 8" A 8" g~ - " - ? A aC.dOP.DANCE wnH 9T(p, Nn. S.O2 ~ ~ I. I 6" fi' ~ pi rmnaNU GoNSrRUdntlN-MnNarrwrC PouR. e" NEWikY ~ I ~ - ~4 BARS "V' i, f
PAOP03E0 P F t~ 0 ' ~1 ~ ~ I BIdEYNLK OURS ','jf m t~ ~ ELEVA 6N ?~CT48I.E_! ' PAOPCa® OE7ECTABLE ~ WWWtNO OCiF3 ~ I E Y t EDUALLY SPACE"v ~ I ~B BArS ~ _~<.o I WP 4 t11N .7OwEL5 Ar 72 CEHrFRS AS D+REf,''ED a ENG VEERS. ~ ~ a. 3` 5 G TS' FOR1A AHl Td ~ USEp TOR rHf CAN5rRi1CT10N Of r6iE I ~ _ _I _ W
~ - ~EPNT11~Od~9 X, • ~ x P ~ O O ~ SECTION A A ®p, ~ g ~ BOTrO&1 SlAt3 I l~ 1-__,. - - , ~ 1 E _ ~ --3r--~ ~
~ a ISOMETRIC VIEW ~ ~ ~ Rw ®~v t/ ~ i:. N FdR a' ,N HElnr+r oN £ESS use s' uss use m waus AND eonnN ~ ~ ~ QD ~ ~ - r' _I~~ ; ~?"~3 r~ i 3' \ o I OVER R' ANO dA TO ]6' IN HEIGHT USE 6' wALS 1W0 ~ u { j ~ ! I y t t~ t t 9DTPUN Stag. OUAtd11TIES rd '8E ADJUSTED AGGORWNnLY ('j ~ _ ~ y~ ,may s t
T-..rte, Z ~i ~ z ~ H1+G`Ht G ~ m ~ ~ ~ . _ I': ~ ~ 9 4 BARS I' i' + E G ! ~ c "lt'~EOUALLY ~ T~ I
NZ ~ x~ ~ D it Z ~ ~i7aT?, i ~ '~ioe~~ t9 $ tZ ~ a ~ , LL = D r SPACED i ~ i ,LAIy I ~ ~
N ~ ~ ~I ~ ~ I! ~ ~ ~ a ~ rn l ~ I I , N w ~ ~ 06~ ~8 S ~ 4. i Z~Z n ~ J 1----_. .111 ~1_ euR~ ~N~ t~,UrrE~ I 'a VIEW WHEN B' X 6` I y 5 WrYTH %A.TCH BASIN OR5 'STEEP zRADES
O , M • ' 1 I m I. ceTedrrsLE wwxlHG Dotes swu COYER r-o' lExcrR uo ; ; i ~ ~ ~ W J ~ 510E ELEVATK)N ~ Z m FULL WTDTH OF TIE AA1W fL00N AS DXOwN oN THE DErA[L8. ~ m^„ Q ' CURB IS USED IN PIAt;ED sro. STEPS Ioz ~ ~ IOE ELEVATION OF H000 S
2. THE RWP WY BE YELLa IN COLOR OA AHY COLOR Nl I i t ~ W y ~ m "I A 701 coxrRASr Rnno. u ~ Ba O ~ W I• g ~ SECTION NM s g BEE tgTE 1 r' ~"LE~ ~ r{~® Z iECT10N MM i2" ~ ~ K' p
S ~ r ' m~,G ~ ~ ~ w h° ~ m 111 ~ DEWEY BROS. CH-BN-20W _L- BACK OF CURB ~ i D - USE CMT CLATGRADES UNDER
C AAw WnrH AAFA w v.AwiE i~ 1 ~ 4 ~ OR A.PQROVED EQUAL -H~~n ~ ~ ~ ~Wtaij ~ ~ mry r~ ~ w~ZO Z pa BARS V' ~ -L_ ~ ~ ;fie BARS W
2 ~ o, - -%-oas~ ~ - - - ~ x 0 F ~ - ~ ~ j A BARS °u" ~ t~_ ~ - pp DEPRESSED ~p -
s f o c c' o o , - ~ ~ o ff ~ -T- D ~ ~410°lt gn ~ ~ N I M.~T 0 0 ~ h~, J~ ~ M M ~ i ~ B - ~ ~ SECTION-RR ~ ~ i i ~
~Z Zk ~ M ' A I ~ ~ ~ i ~ ~ sEF Noie f ~ ~ ~ • ~ - - ~ N IlJ 0 B P. F M S i ~ x 0 0 0 0 - ~ Z Ht
I I w , TXtI PQITIOw Cf A,WP ' ~ 's~~~ - ~ Z _ r~. ~ .e , . `---_reT ,u, ICih]N _ ~ -~ti y _ i F" O ~ taDesr:cLtu•s - N f" i D.. c^y & I-.ER Ok_'GH? GRADES x ~A" BARS - ~ tiORMAL GU7~ER t'.NE ~ ,
~ g~ a.a° 7 si• ""I I°_~ ~ ~ _ ISEE POTE 13) ~ ~ Z i c' ~-ra , DUALLY SPA(E°1~ ~ - 'R7,DE5 iX ~ CJER " 3" _ '-t'r ~ ~If~ ~ -
~w `-i--'~e a-,~ 'i'. F S. f~ END ELEVATION ~ ~ _ _ . i
~ DETECTABLE WARNING DOPES ~ W i N OC PLAN VIEW PLAN VIEW Q ~ s" e~ WHERE 3d TO JC' P+PE YS '~SEO T ~ ~ ~ i t f7" ~ ! _ _ . - I ~ F B" t0^ I ` DEPRESSED 6` SECTION JJ
ET 2 (K 4 DIADONAl R.4YP WAL AAWS SHEET 2 OF d N1X. a5' RADII ANY RADII _ I SECTION-SS ~ MAX GYJTTER LENE
848D05 LBO" RIM. FLOOR WIDTH) ~ ,40" iIIN. ROOP wldT~ 848DD5 ~ R - ~ 6„I.~.~ B '•~6• ~ ~ c ECEVZTIDN
0 ~ l fi"a A a„ m , ! 6„ -E-~~~-- _ + ~ 1 ; m c.~ a a~-!cr ax staw° ert+oes ! ~ 1 ' I
O i ~ om z ~ ( o H. i I fi I. ~ -7-- ~ ~ o t I J ~ B -'1 ! J 6" ~ ,~._-.--'S:~TreaseF67-wt a mx ere - i ~T~
E, Z ~ ¢ I I I F r A l I , x- , ~ ~ ~
Do-N.Ko~ z~~ ' I ' J_ i I ~ ?s s-a r-r I r-a° <3n ~ otix man ntm om I amx ma>s e,,, I a ~ ~ r-c I f a»s ~ oax m.mr +eas I ama _ + awa max _ i SECTI+7N X:C ~ m ar r-v ~ oa» mn e'a ua x am mou mma ~ <~l )C ~ ~ S-~ r-r 6 1'-6 ,I i a.' I _ w m A I on a m s$1 )31, a,mA affi men I Y
mz z'H tL~~H ' D o o d x Z ~ o ~ sECnDN-w 4 >r r-w r-r v- ~ r-r rv', r u v c aw nu saax aam mxm aon a,n o,m r -5 c-P ^eu ~ t-r ~ I I ~ a •a m a mm ~ a ~a§ r mm, ~ mma a:w anm Y~ r q fa t'-,6 ~ 1'4 r-r a Y is I a,H a1V BW P.4aF cim) mqm 0.2k @m0 . i t , °i ? ? x ra r-r ' ra r-a VV :-r t a•-r I r-,c' j m,m 4 cvs ,aaa t :>ma a3x+ 1 nm , aasr ®a¢ ~ a i . ~1
I2CDnm I ¢Z z z ' ~fZlI~O i F-U~Ox y o 0 PINJ m ~ a I ' ~..m.~.~y~.,..,.~,
2H~~~. I I ~ Fa-xFZ~ nL~D.. it I ~ tQl-EyOJ 2 I ~ R aH Q I a,..
' J 1 io~~ I i
wf" ~ ! ~ - i \ a~ ~ o
~ i - n I SIDEWALK SIDEWALK i
p SEE NOTE 12 ~ - ~-SEE NOTE 4 I h~\ ~ ~i~4_-O` ITYPj
2 "F \ ~ ~ 16° 2, O. m
STOP UNE SIDEWALK ~ ¢ ` 4 SIDEYALK _ ~~a
m ~SEE__ ~ SIDEWALK ~ aIDEWALK Z NOTE 12 ~ - - .Q. i I jB` R. ~ _ ~ I
f GS I ~ SEE z ~ ~ 4 -0" (TYP) ~ I ~P'~= U. ~ ~ ~ Y ~ a V ' I ~ R ~ ~ WATER METER BDK ~ ~
PH i NOTE S Z th STOP LINE I ro SEE NOTE 4- Z ~ mx M~ tt' ~ CL~ our ~ G a , ~ (TO BE L CE
I~ C7 SIDEWALK ~ ! Q ~ m ~ 1. , ¢ n gry ~ ~ SIDE DF WATER SERVICE} ~
oC!-i ~V~~ ~ oGC~ FSAZH ~ z'-~ ~ ~ _ 1 ~ ~ ~~>e
~ F" \7 J ~ 2s° ~ I I C7 1 I R ~ p
C .'9 O DETAIL SHOWING TYPICAL LOCATION OF WrIEELCHAIA RAMPS FQ- ~ ~ -i D PEDESTRIAN CROSSWALKS AND STOP LINES FOA TEE INTERSECTIONS W ~ U UR T` "sT R M ~ M s "
r'9~ O~ D H DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR f ~ ~ I ~ ~ I
3 ~ RAMPS PEDESTRIAN CROSSWALKS 4JiD STOP LINES ; y ~ ~ 'J ~ Z ~ 4 SIPJEWACti ~ { ---i j$' R m o ~ I
~ ~ 0 x z , Z { ~ ~ , SURFACE DF
w sul GU' CUTTER t I i ~ - .T _ . / ~ Z 8
e, ~ ~ , o~
TYPE °1G° SOFT CDP?ER ~ ~ JDPNT 6P-i.ER ~ ~ ~ t I ~G I
1 z' PROPOSED WHEELCHAIR RAMP ALLUWAPLE LOCATIONS z° < , a , ~ -_._____-_____.____~_._..._.~..a..__~.._. 1 . a a .ai ~ ~ •
EET 3 l)f 4 ~ PROPOSED OA FUTURE SIDEWALK DUAL R4YP RADII...........ANY SHEET 3 OF 4 r - 35' CURB & CURER STREET IN 5Q' R!GI;T Oi '1~fiY i y
848D05 848D05
+ R I I TFfAN5VER5E ~XPAN IqN i = ND SPLICES IN STREET ; -m" WATE'T N B
0 } IM1E7 IN~CURB S' TT R I ~I C"- ~ p
O •mf7 NOTES: O N -i } r+~ Z 1. CONSTRUCT THE WALKING SURFACE WITH SLYP RESISTANTANCE AND A 704 CONTRASTING COLOR TO THE WALK. Q Q ~ w
DHOp SIDE Z~= NOTES: rp~1~O) 2. CROSSWALK WIDTHS AND CONFTGUHATION VARY DUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. E+¢C9U 1}CONTRACTION JOINTS S ~ ; z SEWER EAANd r .5 CONTRACTION JOINTS SHALL BE SPACED AT 10 INTERVALS, EXCEPT ® ~ 'pp __~,_._._____-~._.___._______.__~~._-_,y i
NZ~2D Y~J~P-+Z THAT A l5' SPACING N L~p~n-1 3, NORTH CAROLINA GENERAL STATUTE 136.44.14 AEOUTAES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOA MAINTENANCE ~ O¢Nx WHEN SATISFACTORY St o ,M1' ~ THAT A l5' SPACING MAY BE USED WHEN A MACHINE tS USEC DR ! WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BF OBTA3NE0 ~ ~
x,~>Dm PROCEWAES, iRAFFYC OPERATIONS, REPAYRS, CORRECTION OF UTILTIES OR ALTERED FOA ANY REASON AFTER SEPTEMBER i, 19"73 SHALL wQQU.= WITHOUT THE USE OF " xy~p PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISRBLED AT ALL INTERSECTIONS WHERE BOTH GUAR AND GUTTER AND SIDEWALKS ARE qE"'S®~ MAY BE ALTERED 8Y TI WITHOUT THE USE OF TEMPLATES AT t0' INTERVALS. JOINT SPACIND MAY BE ALTERED 8Y THE TOWN ENG€NEER TO PREVENi UNCDNTRO'~L'cO ~ wd_...~.-.w___.__..
Z H V r T PROYIDED AND AT OTHER POTNiS OF PEDESTRIAN FLOW. F T I' Z Y3y CRACKWC. O ~F,.LL®~ ra~~DZ IN ADDITION, SECTION 228 4F THE 1873 FEDERAL AID HIGHWAY SAFEtt ACT REQUIRES PROVISION OF CUA6 RAMPS Oh ANY CURB CONSTRUCTION p®E~p`d 2}CONTRACTION JOINTS 5 ~ ~ ~ I CRACKWC. NOTES;
O>~ AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOA A FUTURE DATE. Z wQ OR FORMED 8Y OTHER CONTRACTION JOINTS SHALL BE tNSTALIED BY Tt(E USE Df TEMPEATES SEP`ftvE TO BE PIACEO AI ENTE< ~ 1'IOlolr°ter OR FORMED 8Y OTHER APPROVED METHODS. WHERE SUCH JOINTS N p OT ~vT A? R{W UNLESS O Nc RW!Sr_ ~ ice; ¢1+~~° `'`/,z
~ I-D ARE NOT FORMED BY 1 y® THE AMERICANS WITH DISABI! ITIES ACT (RDA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES, COMPREHENSIVE CIVIL RIGH75 ! 0•°~ BE OBTAINED. Z PROTECTIONS SIYILIAA TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL ! w0 ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF t.5" SS-IPyL P' Q 1 At'PRu>+ED BY TOWN ENGINLt<. I u l~N~ f , BF OBTAINED. o g a " I C~~„,;~J a~'~" a?a~~.
RIGHTS ACT OF 1984. THESE CURB RAMPS WiVE BEEN DESIGNED TO COMPLY WITH THE CURRENT AOA STANDARDS. d 3}ALL CONTRACTK)N JOIN' i EXPANSION JOINTS Slip ALL CONTRACT{ON JOINTS SHALL BE TILLED WITH JOINT SEER. -°°°°~°°-°°°~~`°'°°°°°°°~°'°-~a_ ~ r"' EXPANSION JOINTS SHALL BE SPACED AT 90' !NTERVALS AND f I:,~~-°. I K,„~
4. PROVIDE NHEELCHAIA PS AT LOCATI ( ADJACENT TO AJ_L RIGI[ RAM ONS AS SHOWN ON THE PLANS OA AS DIRECTED BY THE ENGINEER. LOGATE WHEELCHAIR RAMPS ADJACENT TO ALL RIGID 08JECTS. I ~L~.
AS DIRECTED BY THE ENGINEER WHERE EXIS7INQ LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE 4)WHEN REPAIRING CRAG TWO AMIPS AAE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEH THE RAMPS. PLACE 7,1.4! RAMPS OF SECTIONS TD 8E R WHEN REPAIRING CRACKED OR DAMAGED CURB AND GUTTER, THE MINIMUM LENGTH ~ ~ I. DF SECTIONS TD 8E REMOVED AND REPLACED ARE 7D' FOR FORMED CURB
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE ! AND 7,5' FDfl MAGHINI 5. PAY FOR ALL VAAIASLE DEPTH CONCRETE USED FOR CONSTRl1CTI0H OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIP AANPS. (S0. YDS.) ~ S}MINIMUM CONCRETE S1 AND 7,5' FDR MACHINE PIECED CURB. NO 5AW-CUT REPAIR Of CRACKS ALLOWED I' t `
8. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJADENT TO DEPRESSED CURB. (LN. FT,y ~ ~ MINIMUM CONCRETE STRENGTH SHALL BE 3000 PST. I `~y; i ~ d
~ H 7, SUCH PRICES AND PAYMENTS I9 CONSIDERED FULL GOMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS ANO INCIDENTALS U° 4 ..'rietlGRbiv
= y NECESSARY TO SATISFACTORILY COMPLETE THE WORK, ~ V DATE OESGRIPTION
m = Z NO. DATE OESC 8, DO NDT EXCEED 0.08 {12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET, m 3 REY'9!ONS RMS!ONS ,~-T9, ~i ~ ~ k ~;..s~ k P~
~ r m 9. CONSTRUCT W}iEELCHAIR AAYPS 40" (3'•4") OA GREATER FOR DUAL RAMPS. ~ I- S = D 10, USE CLASS "B" CONCRETE RITH A SIDEWA F ® ~ q~j STAN®/ ` ow,zrw er DESICNeD ~e: REV. t10. ~ AR CURB & GUTCER ~ ' STAN© D ~ ~ ~
Q7 D t4 LK WISH IN ORDER TO OBTAIN A ROUGH NDN-SKID TYPE SURFACE. J W n M r it. PLACE A 1~" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD, DWG, 546.01. ~ ~ m are APPRdVEn: sTD Nn.
Coo ~ ~ 3° WN F ~ y 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTYON BY BIBECT%NG THE INTERSECTION RADII, ® ~ U _~._._....._-._.._.._,_.._~...__.._._a~~._.._._.,.m.~_.....___._ , w D . °°°~`1 3.i3 WN ~ >a r
f WITH ALLOWANCE OF A 4 CLEAR ZONE IN 7HE VEHICULAR TRAVELWAY WHEN ONE RAMP 23 INSTALLED. {SEE NOTE 17) {u H ~
I? T3. COORDINATE THE CURB CUT ANO THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN N ~ ~ THE PEDESTAIAN CAOSSWALK LINES. PLACE DIAGDNAL AAMPS WITH fLUiEO SIDES SO 24° OF FLPLL HEIGHT CURB FALLS WTTHTN ~ ~ F' tP ~'~5 T y''`~, .1 ~.,.:Y'9S W Vl l~•1'va It In we5 ws rv eru v~ 8 tll r.m vim.. 8..-. ww,i,... ,.«R.. a„-. 9,..,. P.
T THE CROSSWALK MARKINGS ON EACH SIDE OF 7HE FLARES.
0 a 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. uj a_ fli .1 ~1.d'~L1C'Y b ild ~allu Ir"fz: VU U JYb~~9$ 9p, #
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH CG-eednioor Rena' e.Eits= 204, Raleigh, NC
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 1 ? 4--13 1 d'
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
SHEET 4 Of 4 Drawn 4y: SEAS
848D05 SHEET 40F 4 848D05
191 'Checked B JBF,

_t_~ ;
.J
DRAWINGS
TARNER, NC
e em er 2005 SHEET INDEX
SHEET C000 COVER SHEET
SHEET 0001 EXISTING CONDITIONS PLAN
PUBLIC SHEET C 100 PRELIMINARY PLAT
Water Distribution/Extension S stem SHEET L-1 LANDSCAPE PLAN (BY TONY M. TATE LANDSCAPE
ARCHITECTURE, P.A.)
The City of Raleigh consents to the connection and extension of the
r1Me City s public water system as shown on this plan. The material and eR
Construction methods used for this project shall conform to the o TIMBER ~RIVf SHEET C 120 UTILITY PLAN
Q
standards and spcificiations of the City's Public Utilities Handbook. ° SHEET C 140 GRADING & STORM DRAINAGE PLAN
z
0 SHEET C 150 EROSION CONTROL PLAN
Ci of Ralei h a tY 9
,G ub is Utilities Department Permit 2
SHEET C 160 LUXORWIND DRIVE PLAN & PROFILE; ~ ! -
SITS
Authorization to Construct: SHEET C 190 CONSTRUCTION DETAIL SHEET
MONABREEZE
Date:
SHEET C 191 CQNSTRUCTION DETAIL SHEET
LUXORWIND
PUBLI C
wr Se e Collection/Extension S stem
DEVELOPER: BL4CKCAP PROPERTIES, LLC
The City of Raleigh consents to the connection and extension of the
5^7 BENSON ROAD SUITE 102
City's public sewer system as shown on this plan. The material and GAFfUER, NC 27529
Construction methods used far this ro~ect sha11 conform to the pJ PH [phone]
standards and spcificiations of the City's Public Utilities Handbook. ~ IVOR1 NORTH
Gity of Raleigh P LANDSCAPE: TOMY M. TATE LANDSCAPE ARCHITECTURE, P.A.
Public Utilities Department Permit
ARCHITECT 5011 SOUTHPARK DRIVE
NT SUITE 200
Authorization to Construct:
o~ DURHAM, NC 27713
d ,r . @0 ~ PH [phone]
Date:
PUBLIC IMPROVEMENT QUANTITIES
ATTENTION CONTRACTORS PHASE NUMBER
NUMBER OF LOTS ~ q
The Construction Contractor responsible for the extension of water and sewer, as NUMBER OF UNITS
LIVABLE BUILDINGS q
approved in these plans, is responsible for contacting the Central Engineering CPEN SPACE? YES
De artment at [phone], and the Public Utilities Department at [phone] at
NUMBER OF OPEN SPACE LOTS 1
least twenty four hours prior to beginning any of their construction. PUBLIC WATER (LF-CITY OF RALEIGH) 185.18
PUBLIC SEWER (LF-CITY OF RALEIGH) 87.28
Failure to notify both City Departments in advance of beginning construction, will result in PUBLIC STREET (LF-TOWN OF GARNER) 176.85
the issuance of monetary fines, and require reinstallation of any water or sewer facilities PUBLIC SIDEWALK (LF-TOWN OF GARNER) 154.20
not inspected as a resu t of this notification failure.
~ring' 1 ~ UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
Failure to call for Inpection, install a Downstream Plug, have Permitted Plans on the . .
Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and _ SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED
~vl n 111 eer 111 an e~ d Development Services ON ALL STREETS AS SPECi PIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
Possible Exclusion from future work in the City of Raleigh. AND SHALL BE SO INSTAL;=D UNLESS A CHANGE IS
6521 Creedm - oor Roa d SI u to 204 AUTHORIZED EY WRITTEN 4PPROVAL. PUBLIC SANITARY SEWER
ei N a 27613 EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
ACCEPTANCE.
~h. /n i nl o~ ~ , can,
SIGNATURE
aQ
fax: [phone] CHIEF ENGINEER z ~a
email: [e-mail] z~
DIR. OF PUBLIC UTILITIES w w w~
z TRAFFIC ENGINEER 5 r ~
Q
w3p0 CONSERVATION ENGINEER- ~ N
zwf ww
owwm wmwo

_
# REVISIONS
~ I
i
i Ex. MH
/ Rim 256.59 Inv. In 248.90
' Inv. Out 248.70 i
' Ground ~ MH 255.9 by ~
Zoning: R-40
I ~y
I ~
i FHYD ~WV

r --1
f h ~ y
I ~ ~ r
~ i
r
I NF ~ / _ - J xistmg Bwlding (Typ.) N/F I,
j ~ Charles Tabler - j ~ 1 ~ Irving Tabler
' / OB 6301 PG 285 ~ - - ~ Tox ID 0204763 - - ~ D8 6197 PG 586
Existing Sonitary Sewer I ~ ~ Easement Width Not Verifie Zoning: R-20 Tax ID 0204762 ~ ~ ' . ' ~ Zonin : R-20 I_ ~ i ' g Approximate Location ~
l ~ i ~ l Existing 8" DIP WL ~ I ~ i
i / ~ , ~ ~ ~ ~ _ - - Existing 15" AMP - - - H
_ - - _ _ ~ ~
~ , _ - S ~ - Zoning: R-40 ~ *r , .fps • ~ ~ _ _ _
_ _ _ ' ~ ~ ~ ~ ~ - - ~ - _ _ - ` tn~~._L~ 278,90__ - X78.90-. ~ ~ - - ~ ~ ~ ~ ~ T~RREY SANE Exis - ~ ,
~ , - - - ~ t~ing 12" RAP xis~ing Pr..ivate Gravel Orive ~ ~ ~ ,
r I~ ~ ~ c i 60' ~ ~ _ - ~ ~ _ - _ _ rx - ~ . - 1 " ; - -
Inv:. t ~ ~ ' ~ _ _ ~ ° P j ~ RESOURCE ~ 277. -~-T I T T IPnr. Li~77,5~ _ ~ - - _ _ ~ ~ ,
a ~ ~ NS~R!~AT14N; ' ' ~ ~ -'Existrnq,.Corrc. Sher ~ - _ _ ~v.Ou. 275, 9 Ir'fv._-fn _277,54. _ ~ , i ~ / a ~ B(JF~'E~ " ~ " Inv. Out 296.43 I
~ c I ~ ~ _ _ - - - _ L~ . o , ~ Ezistinqq ~ ~ - ~ ~ ~ / ' Inv. ~Tn 297:6fl-- _ " ~ ~ ~ _ ~ i
~ RESOURCE o ~ ~ ; 18°_CMP ~ ~ CONSERVATION ~ 3 ~ 4 _ _ _ / r~ ~o whir r~ s~~ ~ri~ ~~r ~ru~ asp ~e ~ ~ Tract Line ;
~ ` o Q ' ~ BUFFER r ~ ~ ~ ~ ~ - ~ ~ _ / L
~ a ~ = - / ~ l 1
1896 ~ ~ .c ~ ~ \ r ~ ~ o ~ , ~ ~ ~ ~ _ , ~ _ _ I ~I.
i ~ ~ ~ ~ - . a'~ • ~ - i _ i
Ex. MN _ • ~ ~ w - ~ > ' ~ y i ~ Rim 255.83 j ~ Existing ~ I i
h ~ _ ~o / ~ Inv. In 242. 5 ~ ~ _ ' ~ ' i t C~ ~ ~ Conc. Ex strn~ ~ ~ ; ; ~ I ~
' ~ Inv. Out 242.32 ~ 100. Floodpl n ~ .j ~ _ _ - _ ~ - - - _ - ~ i' w ~ Ground ®MN 254.5 ~ ~ ' i - - _ Slab Meta! D ( I ~ ~ Exfstrng Pump Nouse ; eeded ROW ~ Bldg. (DB 5926 PG 906 ~
~ i _ I _ _ _ . - - a / j - - - - _.J~ ~ ' ! ) , Inv.; In 307.84 _ ~8„ I~h
_ ~ ~ _ , _ _ ~O . ~ _ , Inv. Qut 307.30 -r- 1 _
~ _ - 1 j PP _OPW I ~ ~ - - ' ~ N~
_ r - _ • ATV ~r 1 t ~ TELE
- Tract Line ,n tter . - _ - / i ~ ~ ~ 3i
~ \ ~ ~ gu .....-E~0 . _ ~ ~ / a
. NRB _ - - a~ ~ N i ~
i I ~ i ~ i ' ~ ~y'r 1 .T ~ I
~ ~ ~ - I 1
' 'Existing, ° . i Zoning: ' ' p • - '~o; 5 i ...Wetlands. ~ Existing Building (Typ.) ~ ~ ~ t/1 ~
' _ ~ / X4,394 SF • icv~~i v^ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ m ~ ~ , ~ ~
$ ~ xistin Buildin T ~ i ~ 9~YP~ ~ 9 r T ~ ~ I ~ ~
r - . _ _ _ _ ~ , ; II i ~ , o 11 J i _
E U o RESOURCE , ~ ~ I ~
~ ~ a - C4N$ w v ~ ~ ~ ~ C li , o ~ a
o ' 0 3 w Q : SUFFER - ~ / ~ _ _ ~ , w u ~ l . ~ ro m ;F f ~ ~ ~ - ~ ,r a~
~ u.r. ~.r.l. ,r ~ ~ ~ ~ ~ ~ ~ Try y. o $ i ? ~ ~ ...i. ,..r ~Y. ~.......r v.. , r~ o. SIC Q Tradt 4'.in~ T© ~E REMOVED ~ _ ~ ~ > -
~ ~ ~ ~ - - ~ I
of ~ ~ , NRB . a ...J ~
~ _ _ - _ ~ ~ i _ _ Zoning: ! ! i i - ~ ~
R-20 _ RON P E FOUND „ ~ - xistin trStor _ ~ _ 9 Y W Manufactured Home ~C' ~ - - _ - -
' 4 ~ ~ 89'2743" W 200.00' ' N T4 " ~ 6. 8' 89'28'27~~ 1N 395,08' N 89.27 3 W 212.3 rw. ~ ' N ~ ~ ~ _ _ - ~ r N 9 6~7"~ 8 91 ~ ~ ~ ~ 89'36 02 ,h 450.60'1 ~ ~ L - - - -
~ IRON PIPE FOUNO , - ~ in _ - - End 5 Conc. SW n,
End 5' Conc. SW 1 i a ~ and 30" C&G (Standard) ~ ~ a i in ~r et L~ ht E st e g
and 30 C&G (Standard) p, ~.i ~ ~ I ~ ~ ir~~i I
~i p~ ~ ~ ~i, ~ I~;i li
ill,A ~,,I~ I I' i~ ~ IIf~
Private Open Space Existing Woter Valy ~ ~ ~ ~ J in ~ Q] t! 'r
ix ~ ~ I I i
' i' ~i ~ o A roxim to Location x l pp . q, I i i
Zoning. I ~ ~ Existing 8 DIP WL ~ ~ I I i ' ~ ~ I'
R- 20 ~ ( f ~ Existing Breezeway Subdivision I 1 I
o i To Ri 272.29 BOM 2000 PG 1858 P Existing Bree Shelf ~ProLect Side) 265.72 Existin reezewa Subdivision ? i I 9B Y
N II Zoning: R-15 Inv. Out 265.21 8OM 2000 P~ i ~ u. I Ex• II i Zoning: R-1`, 80M 2000 PG 1858 Zoning: R-15
i ! ~,I~H ~ ~ - .I
I . I! I I
~ I ~ Ex. Sanitary o Sewer _ ' I'd ~ ~
~ I
~ i.
I N ~
~ ~ Top Rim 273.50 Ins. In 263.70 Ex. MH MONABREEZE WAY
N ~ 3 Inv. Out 263.50 ~ _ ~ _
i 60' R/W (PUBLIC)
N 0
~ Ex. MH
~ Rim 254.26 Inv. In 239.46 ~ FHYD
Inv. Out 239.26 I
Ground ®MH 251.7 ~
1 `\~~~~UUi+rrhrrrr
.~ARD
o . ~~ssr •,ti •9
';Q
= S ~ _ EA - = 352 27

GRAPHIC SCALE - s~ G~~
50 0 25 50 100 200 it ~ ~ v ,r ~ pp ~O t~~ rrr ~ D•
rrr 1711111r
( IN F~E~r) PRELIMINARY
1 inch = 50 Pt. NOT FOR
CONSTRUCTION
Engineering, P.C. Edens
Civil Engineering - Land Development Services
6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS September 14, 2005 cool
Checked By: JBE

i # REVISIONS
I
Zoning: R-40 i
N/F I ~ i
Charles Tabier '
DB 6301 PG 285 I J N/r= ~ I Irving Tabler i
Tax ID 0204763 ~ Zonin : R-20 ~ i g I DB 6197 PG 586 I ~
Tax ID 0204762 ~ i
Zoning: R-20 ~ i
I
Zoning: R-40 I
s ~ ~ ~ .e erase ru ~ rs . 1
~1 G ~ ~ i I r... ~ ~ ~ i ~ ~ ~ ~
: ~ ~ c x ~ ~ ~ X60 ~ - - a T ~ ~ ~ _ ~M_ ~ ~ m ~ ~ ~ ~ I I I is
~ 'P E f~ESO4JRCE, / \ 7 - - - - - _ . a ~ / \ / ~ i I I ~ ~ iii
y ~ ~ ~ w .BUFFER ~ \ ~ A I I H i --I - i . _ ~ ~ I I I i I I
RESOURCE ~ v ~ a~'~ ~ ~ ~ . / A / ~ , Is ~ ~ ~
~CO,NSERVATiON u° ~ ~ / A ~ A y- v ~ . Q . ~ \ ~ 16,848 SF / / / a-, ~ \ \ ' , IfI I~ ~ I I I I I _ i ; ,
BUFFER ~ ~ ~ / \ / v . A 0.39 Ac. / / ~ y ~ ~ ~ `i i ~ ~ jI ~ 1'1 j i I f I ~ I I j i b I I ~ \ 1 I I ~ ~ I I I~ i i ~ JJ S 1 ) I I I i _ ~ ~ ' I ~ % i l ' ~
~ ~ \ 17 ~ rWn ~ ~ ~ ~ 1896 .r .a ~ \k ~ 15 \ l l l ~ , NR ~ \ \ 7 ~ a I ' G~ ~ ~~F I ~ I 1 ~ I i ~0. jam` SF ~ I 1`_.~~ I ~ I r I ,I ~8~ ~F I i ~ - l ~ ,
~7 ~ ~ PRIVATE OPEN SPACE ' ~ • ~ d ~ A ~ \ / 9 ~ d' ( ~ ~ 20, jC`~ \ / 18,846 SF ~ ~ Q4% ~ PTO QE MAINT~AINER~: ~ ~ ~ \ ~ 14 \ ~ I I I~, I~J/ JF ~ ~ 'G 47 ~.3J Ac. I I ~ I ~ ! i 1.5,530 S1 I li I ~ i Q ~C. ~ ~ J.JS ~ I I ~ f: AC. ~ I ~ ~ ~ F 4.
BY THE HQMEO?NNER'S ~ : ~ ,522 SF \ / / 0.43 Ac. / p, P., ~ . ~ y. ~ ~ 0,33 Ac. V A / / / ~ A .ASSOCIATION , ~ ~ u ~ I 0.35 A~. I I 0. I ~
~ V J / ~ ~ AREA~2.87 C; ~ ~ . . I ~ I I I i, 1 ~ ~ ~ ~i I f i I I ~ ~ I ~ ~ i ~ I I~ I
- ~ ~ . . :100' Flaodpl n 50, ~ ~ ~ ~ ~ \ ~ I ~ I i I ~I ' f
. ~ \ Y w ~ ~ a- w ~ . ~ w . ~ ~ \ ~ ~ ~ ~ ~ I I ~
EASEMENT ~ ~ ~ ~ I ! , i I I; ~ A~ ~ i I
~ ~ ~ i
. ~ ~ 1 ~ / ~ , : ~END~ TREE ~ 240 aF /
~ . 68 PR - M OTECTIO . ~ N ~ - ~ 0.55 Ac. ~ - ' .._..,~.v _ . , r . -r ~ I
. y ~ ~ fENCELINE ~ u 5Q.-.. . . ~ ~ i I- ~ u ~ ~ , r ~ i a ~ 'gaffe v - ~ _.._._r_.__- - - 'i i
~ ~ ~ ~ ~ ~ ~ PHASE I I , ~ I
~ ~ : ~ ~ • .NR~ 1 ~ t ~ r I ~ L I ~ P , OUSLY t~PPROVF~? _ _ _ i ROAD A I
. ~ SI~READER : ~
Zonin ~ ~ . ~ 9~ ~ ~ ~ ~ ~ ,-1 I
n A J ~ 7 . 7. ~ ~ ~i ~ II I N~
v . r. . We,lands. ~ / I II 1 ~ I to I ~i
.c ct c ~ ~ ~O` . , ~ A 32' -B WC RAMP I I v
1 i" 1 I ~ i _ _ I I m ~ - _'i I ; ~i ~ ~ j ~ I I ~ ra
v ~ a 1 RfSOURCE~• 6 s 1 1 1 r I c f ~ ~ n I ~ I i z
. ~ ~ a ~ ~ BEGIN TREE ° CONS ~TION~k 1 , _ _ ~ I ~ 'I ~ ~ I i I ~ ~ E. I ~ ~ 2 I f ~ , i„ I i as ass sF l , ~ I I I ~ 1 ~ ~
~ • ' ~ _ . PRB~€CT10N y. . BUFFER / - ~ ~ 9,786 SF \ ~ ~ \ 0.45 Ac. ~ ~ r b : FENCELINE , ~ I. ~5' SIDEWALK \ . I i I l ~ I ~5 Ac. l ~ n.r f ~ I f 1 l S ( 11.,~~~. ~r ~ I 15,050 SF ~ i I ~ ~~c w
~ 0,54 Ac. ~ ~ t5,~76 SF E ; I 15121 II ~ ~ ~ ~ ~ I I 0.35 Ac. I ~ 0.35 n,r ' I ~ ~ m / ~ ~ ( i I ~ 0.35 Ac. I. ~ Q
t , ~ A ~ / ~ I 1 ~ _ ~i5.~~~ _ ! I I , ~ a
w ~ . , A I j 039 Ac. ~ ~ . . I I j i Q 0.35 Ac. I ~ ~ ~ > I ~ l~ 1 I ~ I
!Zoning: ~ ~ , ~ ~ I ~ ~ A . ~k I I ~ ~ ~
~ ~ ' ~ ~ ~ I f I i! i L__~-~- L--------J L-- _ _ I ~ I H ~J i-
t s ~
i _ . ~ W
End 5' Conc. SW s ra . . j I
and 3 " ~ ~ ; i II 0 C&G (Standard) ilk ~ I a~ - I I f I
~I~ Q' 3 ~ Iii I,'' I
Private Open Space ~ hj Q ~ i ~ H )~i~~ I
1! I ~ f ~ l! I I 'III i i }..L~ II
i~ ~ m ~ II I I I i a s ~ ~ I i ;III' ~ I I~I I ~ i II I I
Zoning: ~ ~ , . o I ; I; , ;
ft-20 ~ ! ro Lil f ~ ~ r
o Existing Breezeway Subdivision ~ ~ ~ lil i E ~I
BOM 2000 PG 1858 ~ ~i'(I I II Zoning: R-15 0 I
v. ~ g " j Existin 8reez Existin 8reezewo Subdivision I ~ li I ~ I Y I i
v I 80M 2000 PG I~'i ~ Zoning: R-15 80M 2000 PG 1858 i j Zoning: R-15 i
c ~~I~, ~ ji I I
0 ~ III iI!II
~ ~ Il I w
~ I,~
cv ~
~
~ MONABREEZE WAY
60' R W PU N / ( BLlC)
0 0
co o
~
, k I
i !II
~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
CONDITIONS FOR CONDITIONAL USE DISTRICT SI FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
TE DATA TABLE AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
1, EACH HOME WILL HAVE A MINIMUM OF 2600 HEATED PROJECT: BREEZEWAY WEST PHASE tl SQUARE FEET. AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER
OPEN SPACE: REQUIRED = 1.15 AC (10%) 2. EACH HOME WILL HAVE 2-CAR GARAGES. SITE INFORMATION: JURISDICTION: TOWN OF GARNER PROVIDED = 2.87 AC 25% EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
( ) EXISTING ZONING: R-40 , R-5 (C-79) ACC P CA~Q E TANCE. s ~p 9
3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXISTING USE: VACANT SIGNATURE ' ~ Q
STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 (CU) IMPERVIOUS: HIGH DENSITY OPTION SSA _ i - . .
PROPOSED USE; RESIDENTIAL MAX ALLOWED = 35% 4, UNIFORM MAILBOXES WILL 8E USED FOR EACH HOME. WAKE CO. PIN 1700748437 PR I - 27352 CHIEF ENGINEER
EV OUSLY APPROVED PHASE I - 98 81 SF (2,27 AC) 1700741451 PROVIDED WITH PHASE II = 7 SF (0.69 AC) 5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENT) PHASE I SITE AREA = 5.70 AC TOTAL = 1 56 SF 25.83 Ic) F 9 `~.~GINE~~' Ga::
( OR OTHER ASTHETICALLY PLEASING fIBER CEMENT PRODUCT. PHASE Il SITE AREA = 5.76 AC DIR. OF PUBLIC UTILITI % • ES , F.,
TOTAL TRACT AREAGE = 11.46 AC NOTE: PHASE II BASED ON 5,270 SF IMP/LOT FOR ~ ///~~1111114~~,~` TRAFFIC ENGINEER
NOTE: 100-YR FLOODPLAIN EXISTS ON SITE LOTS 14-17
PROJECT IS WITHIN THE LAKE BENSON CONSERVATION DISTRICT CLIENT INFORMATION: BLACKCAP PROPERTIES, L.L.C. MR. PAUL CAPPS, MANAGER CONSERVATION ENGINEER PRELIMINARY
GENERAL NOTES MR. CHAD BLACKMON, MANAGER NOT FOR
I nT iwiGnounrinnk. . 547 RFNCnti anen ci urn ~n~
rKUrVJtU f LU15 = 4 GARNER, NC 27529 CONSTRUCTION
MINIMUM LOT SIZE = 14,522 SF 1. THE TOWN OF GARNER'S UNIFIED DEVELOPMENT MAXIMUM LOT SIZE = 18,846 SF PH [phone]
ORDINANCE CONTAINS DEVELOPMENT STANDARDS FOR AVERAGE LOT SIZE = 16,805 SF ENGINEER: Edens Engineering,
SINGLE-FAMILY AND MODULAR HOMES; PLEASE EDENS ENGINEERING, NS, REFER TO SECTION 6.8. SETBACKS: R-15 ZONING: ATTN: JARROD B. EDENS P.E. GRAPHIC SCALE Civil
FRONT: 30' 6521 CREEDMOOR ROAD - SUITE 204 Engineering -Land Development Services
2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG SIDE: 10' PH RALEIGH, 84427613 THE NEUSE RIVER BUFFER WILL BE REQUIRED PRIOR REAR: 25' ((919) 8 -132 50 0 25 50 100 200 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
321 TO ISSUANCE Of A BUILDING PERMIT FOR CORNER: 25' FAX [phone] ph:(919;1,44-1321
INDIVIDUAL HOMES. MAXIMUM BUILDING EMAIL: info®edensen ineer' HEIGHT 35 g ~ng.com fax: [phone]
{ IN FEET } email: [e-mail]
1 inch = 50 ft, Drawn By: SLS
September 14, 2005 C 10 U
Checked By: JBE

i ~ i I
~ do not top tree
~ ~ , i hole diameter Qt~ T011 M. T up to 2" col„twice boll dram.
~ I--- - - - - - - ~*r greater than 2", 2' forger than bate Landsca e Architecture PA
~u ~ a 0~ MUS? ~ ~ I ~'Q~ 2 pieces reinforced rubber hose- ~ ~ I l p[~ ~n 5017 Soutl~parkDrire, 3[aI2U^,, Durhoir, NC 2771 i
/ r ~ Q 11~ I ~ ~ ~ V ~fi1 V,e~ 12 go. galVaniZed Wire Telephone t917jd84 R230 iaz 1919748;1-8n81 ~l_ olIOW far deflection il2!i-,q'Pimbrrlvne Rme, Mebane, NC 27?02
~~ll ema;L mlcl:w vcdz~on.net Q Ov O ~
o/o / / \ / ~ ~ Q 2"x2"x9' treated stoke 2"x2"x6' - O
J W Z ~ tamp backfili in 6" layers
~ ' \ ~ ~ ~ ~ / ~ ~ / \ 'I ~ / Q ~ D m bockfill with excavated moterbl Z L ~ and 5~ max. orgon~cs -
~ ~'Q \ / / / (rj I,~ ~ ~ ~ l l / ~ I ~ ill II 4" mulch os specified II=1 III I II II
~ / A a, zip ( ~ \ ~ ° r ~ ~ I - - undisturbed subgrode ~Tf=11! settle all plantings with water 1=1~~1! I
I~ - - ~~~eg~eteerrr',~~~ remove burlap ontl wire from top SMALL TREE l~,, T°
1 I ~ \ ~ ~ ~ / /A ~ ~ \ / / LARGE TREE remove reinforcement after 1 year ~,a~„®ee~, r f II r ne all domo ed roots and branches ~ p~~l~® D~~ 6' caeuYPu 9 ~v~ AF
~ ~ \ / 1a100~1i~1919 ~ ° ~ ,
~ ~ ~ i \ ti ~ ~ ~ , ~ i 4" min, mulch loser ; . ~9> ~ m ~ m I~I III-- set top of root ball 6"-B" above grade ! ~.,b ~L~
c~ \ / ~ 1 ~ \ ~ i I re ore entire bed not individuoll . e+ ~ •
~ \ / r PREWI"YNART P1,Ati5 • NQT FCR ~QNgTI~TI(,~1 III~EI_rl P p Y " vafl w THIS NOTE WILL BE REMOVED UPON FINAL - - 77 ~r
~ ~ v ~ ~ ~ M N7A A NCY APPROVING PLANTING DETAILS q° ®i 1 I ~ APPROVAL OF GOVERN E L GE SHRUB BEC PLANTING m~ ®a ,o I THE PLANS t~I ®®e
' i i n ~ 1.00 F i aodp a I / \ / ~ ~ • DO NOT BID THIS SET OF PLANS UNTIL LABELED ®p® IV'J•'
f ~ / v 'AppRQylQ 1~ ~T~TblP TONY M. TATE + i1/1t i LANDSCAPE ARCUtrecTURE P.A..s IN No PART GENERAL PLANTING NOTES
r. ~ ~ RESPONSIBLE FOR BIpS OR BIQ CHANGES. V I
~ ~ ~ t P ~ ~ 1 I 'OWNER/DEVELOPER/SURVEYOR SHALL OBTAIN 1. VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE QI I FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL OUANITIES SHALL BE
~ , ~ I R ~ PRIOR TO CONSTRUCTION STAKING, REQUIRED ON THE PLANTING PUN. C" 2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS
r j i ~ ~ 4 J ~ ~ 'THE CLIENT SHALL BE FULLY RESPONSIBLE FOR I THE EXPLORATION AND IDENTIFICATION OF ALL ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
~ _ - ~ 5 ° ~ SUB-SURFACE CONDITIONS ON THE SITE AND 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING I PLANTING. I ~ SHALL PROVIDE ANY AND ALL INFORMATION TO 4. SET TOP OF ROOT BALL S"-8" ABOVE GRADE, PREPARE ENTIRE BED,
13-RM f 2 r ~ f L- THE DESIGN TEAM, NDT INDIVIDUALLY.
i + i ~ Exi sti n ~ ~ ~ i 'THE CLIENT/DEVELOPER SHALL FULLY REVIEW 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. ' AND UNDERSTAND THE INFORMATION DEPICTED ON 6. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
I~ 0 Wetian I ~ ~ ~ THESE PLANS AND SHALL APPROVE THE RELEASE AT MANUFACTURERS RECCOMENDED RATE. OF THESE PLANS TO BE SENT OUT FOR 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON.
t i ~ / I ~I ~ ~ ~ CONSTRUCTION, fi. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
r \ I \ OWNER: DATE: 9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES OR STRUCTURES.
I ~ • T1U~j QQIWiuIG T$ TWE pRQPERTT ~ 10. OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND
I ~Q TONY M, TATE - LAND5CAPE ARCHITECURE PA ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REP,A'CED WITH LOCALLY ADAPTED AND 15 NOT 70 BE REPRODUCED OR COPIED IN VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
{fey / ~U WHOLE OR W PART WITHOUT PERMISSION, ORDWANCE. 11. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT,
~f ~ ~ ~ ~ 1 Qi ~ ! \ I~ ~ ~0~ F~oadpla~n ~ • 17 IS NOT TO BE USED ON ANY OTHER PROJECT 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION ~ AND IS 70 BE RETURNED UPON REQUEST, OF THE PROJECT LANDSCAPE ARCHITECT.
~ ~ i z x 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
U, a Q ~ ~ 'r I e _ BMP
~ W. Y Imo. TREE EASEMENTS / ~ ~
a O_, w ~ ~ w
~ / ¢
~ a` ~ i / ~ ~ ~ ~ 1 ' ~ I ~ 1~
~ 'i ~
8.. I~ I I I I~ ~
~ ~ \ ti ~ I I I / I ~--------------~U CE R / ~
~ = 7,814 S \ ~ ~ ~ ~ _ ~
v ~ a -
fo ~ ~ . ~ ~ I _ a~ , ~ ~ ~ ~s Tree Protection Areof ~ ~ l ! No Trespassing
~ - o ~T Zona Protectwa pars ( Ii /
~ ill I rn ~ W / / I~ las arboles/ ~ ~ ~ ~ ` ~ ' ` Pr hi i ntrar 0 0 do E
End 5 Conc. S~1 ~ ~ F ' ~ ~ / !
i and 30 C&G (Standard) ;i ~ , li ~ II i I ~i
° I t~ 1 ~ l II L _ s~ I i SIGNS SPACED 75' O.C. I I I ~ I
III I , i! I ~ ~ F tD' ~ ~ l I I I ' j
Private Open Space ~ ~~I i~) ~1 ~ STEEL POST$ - TENSTAR ORANGE SAFETY BARRIER ~ I, I j
~ ~l i d I TREE PROTECTION FENGNG N.T.S. TREE PROTECTION S1CN N.T.S. II ~
I ni• f~4
I ^ n ~ 1, I I I
~ ~ I, I I I
~ ~ 1 I
I ~ r zewa ubdi vi si on BOM 2000 PL ? 85d ill ~ Exi sty ng B ee y ~
~ l I ( i I Z
n i II( O
I I I""I e
~ 1~"i •w !
l
I W
~ I!
40' 20' 0 40' 80' 80'
SCALE: i" = 40'
I~'~
vl
f
I ~
LOT
VER i N E THE
a ~ ~ ~ TOTAL TREE COVER ~4REA REQUIRED IS !.38 ACRES I Z I 17 "%r I G7 ACRES
e ~ TOTAL TREE SAVE AREA PROVIDED S ( .~o~ SNADEDI
TREE SAVE AREA I 85,834 S.F. I.q7 AC.
I TOTAL 85,834 S.F. i.q7 AC. , IZ2%L
~ i i Z
I ~ ~
0
PLANT LIST a ~
i ~ W
~ STREET TREES PLANTED ICAL NAME COMMON NAME SIZE ROOT QUAN. REMARKS p~ ~ ~ KEY BOTAN ~
40' ON CENTER - - - ~ ~
10' PUBLIC , ale 212 B&B 13 140' o,c, U ~ RM Acer rubrum Red Sunset Red Sunset Red M ~ x~ I, ~
STREET TREE el - o
EASEMENT ~ I Q I I ~
~
R/W ~ ~ o
~ E-, C NOTES
SIDEWALK
I. A,I1 sod to be Lesca Tall Turf Type Fescue er eaLual. SCALE:
8 OF C 2. All seed to be Lesco Tafl Turf Type Fescue or equal C~ r lbs. per 1000 s.f.
3. All mulch shall be double round ine bark mulch, 1"=40' 9 p
4. Plant material on this site must be installed in conformance Luith the general planting notes and aetails on this plan.
CENTERLINE 5. No sign may be located in or overhang any public right of ;gay except as permitted and erected b, the NC DOT. DRAWN BY: No sign may be located in such a manner as to create visual obstruction for traffic or atherLUise .-eate a traffic hazard. M.T.
. T ~ ~ r, ~ ~ - . ~ - ..r ~.....r....r~ T.
6. Street trees are to be located within the rubs c street ree tasementi. Keter i_u sec. u rur uc.u+ v ur cU~c G
7. Durning the entire period of construction activity on the site, all protected trees sholl be surrounc,ed and protectd by tree
protection Fencing, see detail. DATE;
STREET TREE $ LOT DETAIL g. Prior to issuance of a building permit for each home, Town of Garner Staff shall be notified to -valuate the need for tree 04/21/05
~ SCALE I'=20 protection fencing along the Neuse River Buffer. If required, the Builder will be responsible for --stollotion prior to
getting building permit. SHEET 0i. Street trees to be planted by each builder prior to recieving a CO for the house.
0. Street trees to be planted in the 10' Public Street Tree Easement. See detail.
II. Street yard signoge and landscaping shall match the existing Breezeway,
i
OF 4

# REVISIONS
/ ~
I ~
y N/F y Charles Tabler i' 1
DB 6301 PG 285 N F 1 < < Irving Tabler 1 I i~;'
Existing Sanitary Sewer Tax ID 0204763 Easement Width Not Verifie Zoning: R-20 DB 6197 PG 586 I
1 I' Tax 10 0204762 ~
1 ~ _ Zonin : R-20 ' 1 I I' H 9
~ ' - Approximate Location ~ I I ~ ~ ~ ~ ~ I _ Existing 8° DIP WL _
- - - - Zoning: R-40 _ _
- , ~ ~ ~ I ii +.~e~„,~ ® mi I.
- y ~ - - r.~ - ~ x - 4 x...- x ~ ~ - ~ _ - - ~ _ - ~ 280 ^ ® eau . ~y ~ , I t T 1
~ ~ ~ ~ x f. x _ - x - ~ , ~ - ' c , V. ~ ~ ~ e _ _a k ~ C ~ , ~ ~ ~ ~ 1
~ ~ ~ r /R ~ ~ _ _ ~ i ~ ~ l ` ~
I
4 BUFFER ~ - =
Y RESOURCE c a ~,G ~ i ~ - ~ ~ 4 ~ , J ~ I ~ I ~ { ~ , I, I ~I; m r I 1 ~ ~,~o -I ~ ~Ls u
CO.NSERVAT~ON o ~ Q ; I I ~ ~ - _ - H I ~ ~ / BUFFER ~ ~ ~ V / / - ~ ~ 1. ~ ~ - 17~- ~ - ~ ~ i I ~ I I ~ ~ ~ I I I !8 ~ ~~o~ ~ I ~ I l.~ I I I { I ~~J I/ ~ ~ .12 i 1„,J r f I
- \ ~ \ ~ U . .a w: 15 - • , e n/R .,w ~ I 'I ~ I, I f I ~I I ,~t..~ sF I ~ ~ ~ 3 1~ 1~(' j' I l~J SF S I
- A - ~ . ~ ~ ~ k X24,369 Sf ~ _ 36 9 SF ~i 1 I 1.,.057 F ~ ~ 1 1 zw ' s I f ,x,035. sF I 1 15,530 sF ~ ' ~ ~~I 0.47 Ac, ~ ~ I ~ L Ar ~ ~ I I - D~35 Ac. I 0,35`Ac. 0.36 .4c. I ? ~t I
° e - ~ ~ ~ - _ - i ~ I ~I k l I „•1 I I ! ~I _ ~ I, 'I I
~ i y ~ °Rim~ 255;83 \ ~ ~ - - ~ ~ - - - - - - , I ~ I E 1 17 ~ ( i ~ 1 ~ ~ 1~ ' I I
- Irrv. Ins 242: 5 ~ 3, ~ ~ ~ ~ - _ _ ~ _ r~ V' l ~ ~ ~ ~ /i I 1,' 1 ~ I ~ ~ t ~ ! I I I i I ~ I~ ;
:Inv.>Out~242ti~32 ~ . ~ ~ . tOCt'- loodpl n 5Q. ~ ~ - - ~ _ ~ _ - - - \ / Ground C~ ~N 254,5 U ~ . ~ . _ ~ GREENWAY ~ ` ~ J`~ ~ ~ - , / - ~ - _ \ _ ~ ~ I ~ - ~_.~J L_... I I I f ~ ~ 'I
; . y. EASEMENT ..r ' ~ - _ - - - - \ N ' ~ ~ - - I I ~ ~
';i ~ . i, - - _ ~ _ - - ~ - - - ~ ~ ~ ~ 'I ~ r ~ ~ ~ ~ ~ _ x _
_ • A , , - _ - j r , I - ~ ~ _ ~ - _
j ~ ~ - - ~ ~ ~ _ : _ _Y,_ ~ , . _ _ . ~ \ a _ \ o~, JAW ~ ~ ~
• ~ V ~ ~ ~ - - + 0.55 Ac. I ~ j _ ~ ~ ~ w ~ - ~ - ~ ~ ' g,~ff~r = ~ 7~ ~ _ , _ I I
I ~ ~ ~ ~ I 'i'ce _ _ ~ :I f ~ a I
~ LEVEL' ~ r'~ ~ ROAD A n
_ ~ w .l ~ ,Y y ~ F' .4, W MMAti I _dr-- W ~ ~ ~ _ ~ i r~...~. t ~ _ I 1
1 ~ ~ ~ V~ ~r~ ~ ~ i - i ~ ~ ` o\ --nom ` ~l. ~,`~a~
o Zoning: - ~ - _ ~ ~ W , o R-20 ~ ~ - ~ E ing , ~ i X50 ~ ~ \ ~ y w. --y
. . ~ a~.. ~ ~ ~ ~ ~ ~ - _ -o >t ~ - - - ~ ~ • 4;394 5 , ~ ~ I ~ , I ~,I
° „ ~ E _ , 0 - . ~ - - ~ _ = ~ i _ ^ ~ > - r- ' ( 1! U
a' ti r .~~a c ~ ~ _ - r ~ i ~ ~ A a ~ . ti - - - ~ - _ ~ ~ 8" DIP" WL - - ~ , ~ II
~ _ ~ k . , ~ 60' ~ I I I ~ I 1
CE..~ Y o j ~ ~ 4 ~ ti ~ ~ ~ ~ CO SF,~~~1ON, ~ i , \ V - k ~ 19 7 "F ' / ~ 4 I I I ~ i~ o / ~ I ~ ~ 3 , ~ I I~
w ~ o . ~ ~ ~ .y , ~ ~ , - ~ ~ • • 8~ ~ l ~ v r FPC r ~ 4 ! ~ I ~ rte,, ~ ~ ; I I ( 1 ~ ~ i , i ~ ~ I ~ ~ ~ ~I / l ~ fi ~ 15,02 SF I 15050 Sc ~ i ~ w
y , _ o ~ , ~ ~ ~ ~ _ _ _ ~ I: I ~ sF ~ i I' 1. ~ i 0.3~ A,:. - I ~ z I I ~ m ,l l 0,35 Ac. I U.3~,P.c. ~.~5 Ac. J ~:1 C Q
I I I ~ _ / ? 5, 203 SF ~ - o! I~ I I J I ~ ~ ~ I a
~ • ~ , = - .t,. ~ i ~ 6 % ~ ~ / ,u ~ w ~ - - ~ I ~ ~ I 1- ~ z I ~ > ~ ~5 Aa. , ~ I I ~ ,
~ ~ 2 ~ - --J_ - ~ Zoning: d ~ i ~ L= - - - - ~ - - ( ~ ~ _ r ~ ~ T- - ! ~ I I I ~ 1 I I~ I t I I i " i
1 , ,j ~~~60 ~-"TYP: u. y w ~ ~ _ , , , 4 ~ L__ ' L .J L_ ! ~ I I -r----- .--I L- i
~ _ 1 1 .v ; ~ r _ CO (GYP.) ~ ~ 1 ~ ~ ~ ~ _ ~ L-- ~ _ _ ~ ~ ~ I, ~ ~ V ~ ~ ; ~ I 1 i
~ ~ ~ ~ ~ _ ' - - . ~iws wr .y ~ , . , _ ro=w g~.__ x 1 N - ' / i I
I - - _ _ - - End 5' conc. SW i 1II ~ ~ _ ~ ~ ~ .
> - - ~ N and 3b" C&G (Stondord) I ' " - ~ . - _ _ - i
I ~ II ~ ONNECT TO GRAPHIC SCALE E istin ~ ~re~t~L~-nt 9 9
(I r~ ~ EXISTING WATER MAIN ~ 0 25 50 100 2p0 ( ~I
Existing Wcter Valv Z MH 7 (SERVICE FROM LOT 14 TIES AT 45' ANGLE.)
I J 3m ~I Q, a 8" PVC SS
Q II ( IIJ FEET)
~I ~ Q Approximate Location Existing 8 DIP WL 1 inch = 50 ft.
~I ~ ~ III NOTE: PLOWABLE FILL BACKFIL M
II L AY BE REC III Ta Ri ? CROSSINGS WHERE A UTILITY TO BE iP ILL MAY BE REQUIRED AT UTILITY UTILITY TO BE INSTALLED CROSSES
0~ p 2. 2 c9 Shelf ~Pro1ect Sidej 265.72 UNDER A PREVIOUSLY INSTALLED UTfLI INSTAL LED UTILITY.
Ex .r Inv. Out 2ti5.21 II NMH
~I I~ ~ ^ Ex. Sanitary
Sewer li II N j
Top Rim 273.50 to
gout 2s3 5o Ex. MH MONABREEZE W AY
ss ss 60' R/W (PUBLIC)
I
GENERAL. ~ENERAI. UTILITY NOTES
1. ALL CONSTF UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH (UTILITIES) SIDEWALKS ANC HANDICAP RAMPS ARE TO BE CONSTRUCTED
STANDARDS STANDARDS AND SPECIFICATIONS. ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE
FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH CARS
2. STATE WATE AND PUBLIC STATE WATER ANO/OR SEWER PERMITS ARE REQUIRED, THE CITY OF RALEI AND SHALL BE SO INSTALLED UNLESS A CH GH ENGINEERING ANGE IS 0~°. AND PUBLIC WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE CONSTRUCTION AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER : I~: `y^9
DRAWINGS f DRAWINGS PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL. ;•,~y; EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ~ ' :•Q~ ~ ' '
3. ALL NEW SI ACCEPTANCE. = J -~~A(. ~ f. ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. - 2) `J2
SIGNATURE ~ ~ ~ c,,:
4. ALL SANITAF ALL SANITARY SEWER MANHOL S TO BE 4' iN DIAM F 4i:' E ETER UNLESS OTHERWISE NOTED. CHIEF ENGINEER.- °°N~INE~:~
5. ALL NEW S~ ,'A ~ i, ALL NEW SANITARY SEWER SERVIC LINES TO BE 4° PV '~i Q E C UNLESS OTHERWISE NOTED. OIR F I ti~'~
. 0 PUBLC J'ILITIES ~riiitiii~~
6. MINIMUM P{I MINIMUM PIPE 5LOPE FOR SANITARY SEWER MAINS IS 0.50%. TRAFFIC ENGINEER
7. ALL WATER ALL WATER SERVICE LINES TO BE 1" TYPE K SOFT COPP R PRELIIVIINAR~ E UNLESS OTHERWISE NOTED. CONSERVATION ENGINEER
NOT FOR
8. PLOWABLE F PLOWABLE FILL BACKFILL MAY RF RFOIJIRFO AT l1TII ITY CR(1SSIN(:C wNFRF ~ ~ _ _ _ _ _ _
A UTILITY T( A UTILITY TO BE INSTALLED CROSSES UNDER A PREVIOUSLY INSTALLED UTILITY. (UN~i i 1tUC 1'tUN
• e
Edens Engineering,
Civil Engineering - band Development Services
6521 Creedmoor Road -Suite 204, Raleigh, NC 2761,9
ph: (919 844-1321
fax: [phone]
email: info edensen ineering. @ g com
Drawn By: SLS
September 14, 2005
- - - 'Mom ChC120 ecked By: JBE

# REVISIQNS
~,i i
~ ~
- - I ~
~I
I l
~y i
~ ~ _ r _ ~ ~ _ ' I , - I i
- ® - ~ f I

~ .
y - -G- - _ ~ - ~ c ~ ~ ~
. r ~T. v ~ ~ ~ ~ N. ~ . , Y - ~ i T-
~ ~ v r r-.~~~ ~ ~ , i , + I I ~ , ~i i r \ i I I ` ~ rl 1 ~ ~ .
~ , ~ ~ i ; 1 1 ~ a C NS~ RVATiON w ~ ~ ~ Y. C~ ~ ~A - , 0 ~ I i i 1., ~ ~ _ J-
~ ~ 1 ~ \ • o ~ ~ ~ . d i ~ ~ I
~ ~ ~ RESOURCE yn ti ; v ~ ~ ~ ~ ~ - _ ~I . i ~ ~ ~ , ~ ~ f ~ ~~r. j ~ ~ ~I ~ i ~ i ~ I i ~ ® / ~ I ~ 1 ~ I ~ ~}r ~ ~ ® i I I~ri~
CONSERVATION y ~ ~,y ~ Q ~ ~~i ~ y; ~ ~ ~ ~ 1 ~ ~ r _ _ ' BUFFER ~ ~-i~~ im° ~ ~ I ~ ~ - - i ~ y ~ ~ ~ ~ ~ ~ l ~ ~ ~ ~ ~
~ NR r \ 5 ~ _ ~ , • ~ ~ .a ~ _ ~ i ~ ~ ~
' ~ w - ~ ~ / W a i ~ ~ i ~ i i ~I ~ ~ I
h w ~ ~ _ ~ Fi ~ V I ~ ~ ~ C ~ ~ y ti ~ ON 1 v ~ i i~ i ~ i ~ i ,r i p ~ a ~ i I ~ 'i
T OF , y ~ ~ Ml_S - , . ~ v , ~ ~ ~ ~ ~ s~~~ ` / I i ~ I 1 i L I I ,l I ~ ~ { i I ~ I ~ I~ y ~ id
a y u, ~ ~ , ~ ~ , , > / _ i ~ ~ , = , - _ ~ . _ 50 - ~ _ ~ - _ - _ I _ - - - i _ - J L - _ ii ` ~ i
ZQNE 2 y ~ 100, Flaod I n ~ _ - y y . w~ , ' f i ~ r I ~ j ~ ~ A~ i I
t { ~ _ EASEMENT - - 1, . / ~ ~ - ~ ~r~~ Irf ~ _ - I
W ~ , ~ INLET. ~ s , ~ i i~ I _ .T
w ~ - ~ ~ ~ _ P ~TE~TION } - - - - ~ , ~ ~ .v ~ , - _ , _ - a,, , ~ ~ , - _ ~ w ~ ~ ~ ~ ~ ~ ~T~.) - f _ ~ TR - - ~ ~ ~ 1 ~ % '~ti ~ ~ ~ ~ ~ - - _ l l i ~ tip, ~ - -
r,,~- E[~p ~ ~E ~ ~F ~ ~ ~ ~ ~y ~ r~o, o ~ - - kT I'I~(, ~ r` 1, ( I
PR07EC110N ~ - ' - Q..~. _ ~ I ~ j ~s3 y W _ ~ ~ I T PENC + I~ f r ~ ~ f ~ i ~ i ~n T`'i S ~ f
~ ~ ~ +I ~ ~ A" ~ ~~r y I ~ I nl 1 1~ u>--. ~ ~ .i~
f`f ~ M ~ ,,a+, N, ~ _ ~
A _ . W _ . ~ ~ ~ ~ , 1 - - - - - ~ i f ~ i
r, ~ ~ / , ~,~A ~ , I; ~ ~
~ SILT FENCE. - - .%~~...<T~.,~ing~ ~ - ~ ~ ~ ~ 5 . ~ !i QUTL~T , r. ~ . etfar ds. \ \ \ I I I ~`'rI I J
. f . TYP + ~ 4; 394 S ~ ~ ['I ( II m ~ ~
m a, , I {.~-1 i., ' _ , a. C 6; y ~ - - ~ - ~ ~ A ~ - ~ - ~ - i V ~ ~ - ~ i ~ ~`I d i i 1 I 1 e i t I - / I ~ f ~ I ~ I II I~ ~
0 ~ ~ ~ I ~ , . ~ 7Y" ~ I I I I ~ ~ I ( ~ ~ F' ~ ~ o
- , . ~ i ~ f. - I I ~ J
a y ~ ~ k' ~ ~ ~a ~ ~ BEGIN' TREE - GONSATION ~ 2 j ~ ° i' _ - .i ~ l { ~ ~I I y w r i
' RRB~CTdON - BUFFER ~ a o ~ ~ ` i ~ ~ ~ ~
v ~ ~ ~ s ~ FENCELINE~ ~ ~ 7 ' ~ 1 ~ _ A ~ A . ; ~ `i ~ ,c a ~ ~ a y _ ~ ~ i, i
. y ~ '~~NRB" i ~ L~ FENCE J° t _ r i ~ ~ I I F I r ~ i ~ ~ 1 _ i i ~ - - I t I I I
w y ~ N ~ s~'. ~ ~ . I Y \ ~ I ~ ~`I ~ { ~ ~ ~ Ii ~h H I
~ ~ ~ III ~ ~ ~ ~ i ~ i _ _ ~ ~ ~ ~ - I~---•~,~ ~ ~ ~ ~ ~ ~ + ~ ~ _ ~ I
SILT FENCE - f-
u ~ ~ (TYP) _ ~ ~i w ~ ~r ~ I ~ _ ~ ww ¦w rr - - _ _ yrr~ d ~ ~ ~ ~ A;~ ~1 ~ ~i i ~ - ~ I
~ ~ - _ - i , _ - I ,
End 5 ~orc. SW ~ ~ I 'E istin' S~reet-Light ~j 9
and 30" C&G (Standard) ' a I i ' H
~I'~ ~ 3 I 5'x50' GRAVEL CONSTRCTION I I i ~ H..~
~ ~ ENTRANCE f11 ~ u f I I' ' -
Private Open Space ~ i ~ ill ' I'
I
o,~-'~i`!~, o b ~ { I ~ ~
~ ro i j
rn J' m Subdivision ~
Existing Breezeway ° BOM 2000 PG 1858 Existing Br f Existing Breezeway Subdivision ` ' ~ I
' ~ BOM 2000 BOM 2000 PG 1858
~ ~ L! Zoning: R- u~ U a Zoning: R-15
~ G~ Ir F~
o L ai N
~.,d D AREA = 4.52 ACRES
TOTAL DISTI AL DISTURBS
CONSTRUCT JSTRUCTION SE UENCE Q
1. INSTALL TREE f INSTALL TREE PROTECTION FENCING, OBTAIN APPROVAL FROM TOWN OF GARNER.
2. ONCE APPROVE ONCE APPROVED, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL
ENGINEER, MIKE ENGINEER, MIKE COUGHLIN (856-7548}. OBTAIN ALAND-DISTURBING PERMIT.
3. INSTALL GRAVE INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT ,+++,+++I""~+++++,
BASINS OR 01'1 BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS Rp
NECESSARY TO IMMEDIATELY A NECESSARY TO INSTALL THESE DEVICES. SEEO TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. ~9
4. CALL MIKE COl OBTAIN A CER' NVIRONMENTAL ENGINEER TO = + L " CALL MIKE COUGHLIN FOR AN ONSITE INSPEC710N BY THEE A _ OBTAIN A CERTIFICATE OF COMPLIANCE. = ~g]0'J2
v, ,
5. BEGIN CLEARIN MAINTAINED Al M I TAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE GRAPHIC SCALE •.,F BEGIN CLEARING AND GRUBBING. A N ~9 •.NGIN~~:~ MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY RAIN. ROUGH GRADE SITE. %,'p •
50 25 50 100 200 i~'(~ ~a° ++r ~
6. INSTALL STORtu INSTALL STORM DRAINAGE, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET ++nnu+++
CONTROLS, SEf BEGIN CONSTR~ CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC, SEDIMENT BASINS ARE TO REMAIN UNTIL NUMBER 8.,
BELOW. BELOW. (IN FEET) PRELIMINARY
7. STABILIZE 51TE GRADE WITH VEGETATION PAVING i inch = 50 ft. N0~' ~'®R STABILIZE 51TE AS AREAS ARE BROUGHT UP TO FINISH ,
DITCH LININGS, DITCH LININGS ETC. SEED ANp MULCH DENUDED AREAS WITHIN FIFTEEN (15} DAYS OF CONSTRUC'Y'IQN I
rn~api FTinti n Cf1P~APl FTIf1Al !1F ANY PHASE ~F C+NSTRUCTION. _
8. WHEN CONSTRI WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL Edens Enffineering
MIKE COUGHLI~ MIKE COUGHLIN FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. 9
9. IF SITE IS APP D, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC„ C - Land Development Services IF SITE IS APPROVE Civil Engineering ~
AND SEED OUl EROSION CONT AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT 6521 Creedmoor Road - Suite 204, Raleigh, NC 27613 EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED,
ph: [phone]
10. WHEN VEGETAL ENVIRONMENTA WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE fax: [phone] ENVIRONMENTAL ENGINEER, MIKE COUGHLIN. OBTAIN A CERTIFICATE OF COMPLETION,
email: [e-mail]
Drawn By: SLS
September 14, 2005 C1 50
Checked By: JBE

# REVISIONS
- ~ ` ~ '
4.~ ?o
as ~ ~~GRE~N~VAY-. ~r'%
~ i E~S~KdEt~T ~ +1
~
. ~ ~,i J ~
~ I ~ r ,d ~ ~ _ - -
~ ~r- - ~`J _
SLIGHT TAPER TO 32' E TAPER TO ~ ~ ~ ~ ~ r ~ ~ ~ , - 32 B-B ROAD SECTION ~ , ~ ~ 60 ~ ~
~ COBS ~ VA~TION'
. ~ 'BUt`FER., I~
End _ End 5' Conc. SW ~ A ~ ~f ~ ~ %
and 30" C&G and 30" C&G Standar ~ y.~ ~ ~ ~
. i . ,i i
~ ~
~ - ti i
d LU~C d LUXORWIND DRIVE ~ ~ ~ ~ _ = o f ` ~ ` ~ ~ ~
- - ss ss ss ~ 6qr o ° 6 PUBLIC ROW ~ ' ~ r ~ ~r I' ~ , ' , N" 0 0 ~ d 1 ~ d
- ~ ' + ~ 1 ~ 2 ~
_ , _ - ~ - - ~a ~ - _ I , ~ _ '~n~ ~~,~I
_ ; - _ ~ ~ ~ - _ - ~ a ~ ~ ! ~ _ ~ ~
STREAM CHANNEL N - - - 5' MAX. - - ~ - ~ iJ~ l r/ - - _ ~ ~ I _-t ,i ~ i
p BANK HEIGHT t,, ~1 _E ~ ,
ICI ~ I Ali ~ o ~
x ~ n ~ ~ ~
e ' ~ ~pdS SURFACE FLOW ~ ~ ~ 5' 1D~WAL~ ~ / ~ ~ ~
~J`'C,~ \ Q.b b ,g,~( DIVERSION ~ bb° 0 ° ° b Q° ~ - III iWC AMA' ~i ~,(TYF.) ~ 1 , ~ ~
~l wu I ~ 0 ° o b ~ ~ ' i i ~ , i Ii U4 ea °0 ° 6 ~ I „ ~ ~ LUXORWIN ,~X ORWIND DRI ~ VE
° N ° ®°0 9~~ e ° ~0 9 of ° o ° W I~, ~ STREAM I! ~ ~ ,TREAM I ~ ~ ~ ~ MPACTS
/°0 ° ~ ` ° e e • ap • ® ~ `r'te G ~ ~ I
b ° b e ~ ° ® ° b 92.40 LF ~ 2.40 LF STREAIuf 3 1 ~ ~ ` ZONE ' ZONE ZONE ZONE ~ ~ ~ ~
4,956 SF ; ~ / ~ s \ .956 SF ZONE 1 ~ ~ ~ ~ ~ 2 ; ',1 ' 1' 2'
f 3,741 SF ; w ~ ,741 SF ZONE 2 ~ ~ ~ , ~ ~ ~
i~l~ i ~ N~US~ ~
Ir STONE APPROACH SECTION ~ ~R1VE . ~ ~ ~ ~A ~ ~ R ` \ ~ \
5:1 MAX. SLOPE ON ROAD .
STONE OVER I ~ ~ ~ I, ~ e ~
FILTER CLOTH
GRAPHIC SCALE
LUXORWIND DRIVE - D DRIVE -PLAN VIEW 50 0 25 50 100 200
SCALE: 1 "=50'
SURFACE FLOW ( IN FEET )
DIVERSION 1 inch = 50 ft.
ORIGINAL STREAMBANK
OT S:
t CLASS B STONE -MINIMUM DEPTH OF 24"
STONE 2. UNDERCUT FOR STONE PLACEMENT
FILTER CLOTH
TEMPORARY STREAM CROSSING OPTION LOW POINT ELEV = 262.23
CITY OF RALEIGH STD 40.38 NTS N LOW POINT STA = 12+30,47
ui m~ PVI STA = 11+22.81 pVl STA = 12+05.56
NN (Vf- PVI ELEV = 267.93 PVI ELEV = 261.31
TNO A.O. _ -4.80 A.O. = 1 .52 0 K=14.58 K=9.08
X~~ WlY?
70.0000' VC 95.5000' VC
TIE INTO EXISTING ~ ~ o ~ ~
DRIVE AT 3.20 C0 ~ ~ C ~ ~ ~
O + N rF ~ O s- N E-
{jj ~ W W
\R ~ ~ ~ U1~ fn V ~ m ~ > ~ ~ ~
270 ~3.2~ - - nR a- \R q ~ W
(n + N ` ~R U > N c ~ > m ~
Eks . ~ m ~ w ~ ~ f4 U
8, trg9 Opp U > \ > W
~ ~ 60' ROW \ W
4• SHOULDER 32 B-B _ \ . 44~6i: - _ _
2: • 1 MAX B" PVC ~ 1 MAX 3. _ ~ ~ ~ ~ax ~ < ~ R ~ t ~
5' ~ r ~ \
SIDEWALK ~ N ~ ~ R 2%
of NF- r~ O I ~ ~ ~ r~ i ~ ~
260 o. ~ o ~ ' / ~
=f> Z 45' BEND ~ ~ _ ~ (rn')
TYPICAL ROAD SECTION - LUXORWIND DRIVE
32' B-B NTS Existin Existing grade 25' Left of 45' BEND
Centerline ~ FOR F.H.
Existing Centerline _ _ _ _ _ ___8°-DIP_-_ _ WL
Existing Grade 25' Right
of Centerline
m ' U
12" MIN VERTICAL SEPARATION ro - m _
250 ~ U
DATUM ELEV
245.00
\\\,y1lUlllli~~~~!// i
rn~
...s • th,~;sy.y S;~t:~ Fi3.w S'; N N N N NN NN Nt0 Nt4 NtD (0 ,.\I,\.Q.. °;~E,~
"'~J.;yf ,Mri.~~, I,..,:.~<~:' .yes Cr,' ~'yy '.2.; Kat i - i t~L'
• - 27~52 ,
10+00 11+00 12+00 12+78.8s %9'°°F
~
25' LEFT 8" CABC OF CL Q • o D g, E ~~Ilil,~~ll,1,
~ u~ o u~ ~ ~ rn M o O 00 t~ OJ N ID
r ~ N N N N N N N N PRELIMINARY
NOT FOR
CONSTRUCTION
STAN~ARI1 PAVFAAFNT SF('.T1w1N ~,,.,,r
[Z) MUM t OF CL
M n
N O ~ n r Edens Engineerin g, P.C. (D N to w
N N " Civil Engineering - Land Development Services
6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
ph:[phone]
LUXORWIND DRIVE - ID DRIVE - PROFILE fax: [phone]
(H) 1"=50' email [e-mail]
(V) 1"=5'
Drawn By: SLS September 14, 2005
Checked By. JBE

# REVISIONS
i ~
I ' N/F 'J I;
~ ' Charles Tabler I I N jF ( f
DB 6301 PO 285 ' Tax PD 0204763 Irving Tabler ~ ~ I
~ Zoning: R-20 i DB 8197 PG 586
Tax ID 0204782 ~ + ~ Zoning: R-20 ~
~ - i ~ (I i ~ ~
- ~ EzisOng 15" CMP Zoninq: R-40 _ ~ ~ ~ i
= _ _ , / I i
~ , ~
~ ~ ~ ~ ~ ~ Y _ - x ~ ~ x x, ~ _ Y,.: i - t2$0 lnv an_ 2?fi. G _ . _ . - x , , - cD ti an 2~ G z t~
. ~ .co ° j ~ / ~ ~ ~ E sting 12 T < < ,S __.r_ ~ ~
~ n ~ NSERVATION-% ~ \ ~ ~ fn Out j r q _
c BUFFER ~ ~ ~ / ~a~nv_ t 275.'EK9 ins ~Vr. 2 50 o oc ~ ~ . i - ~ ~ - - ~ , I 9 .n i ~ -7 r. ~ ~ ti ~ } ) i _ i
y RESOURCE ~ ~ ~ ~ o / ~ ~ / , . ~-=~-r V . . , ~ ; h o V ~ \ ~ .f i ~ ~ ~ .J © ~ I ~ 1 I
CONSERVATION u 3 Q / - ~ A ro , ~ d ~ _ - - _ - ~ ~ Aistin ~ i BUFFER ur o ~ ~ ~ t, \ \p M~ 1 i N ~ r ~ i ~ Inv. 29.7:60 ' I iMl M ~ ~ i E { i r i - s I
I- i i I - I ~ i I C
396 ~ 15 - ~~RB \ ~ ~ o ~ ~ ~ ~ + \
r~;a ~ ~ ~ I V ~ , ~ r I i f ~ ~ , ~ ~ F~*~ F~ I ;t I I ~ I ~ ii1E
. A' i~ I~ ~ ~ I I i I I I 1' I I
~ s ~ I ~k SH~ryOUC?ER WITH • f 'I ~ ~ i i~ I I ;i ~ _I v L 'i i ~ I i
e e 10D OOd i n 50 - YI~~ JLOP~,7 . ~ ~ ~ i GREENW~1~ j - ~ 27 _ Af~t~J~Nt?~ - - - ~ s ~ ~ i i 'i i ~ ~ ~ I. ~k~ / ~ I I I ~ I! ~ i
_ } ~ I - ~ CIJL=DE-SAG-TO _ _ r , EASEMENT ~ 1, \ ° ~ ~ _ IAl#MJZE-S~EAht ~ ~ _ i t I I I ~ i .A ~ - I i~
- r l l ~ i L 5 ~ r ~i
~ i _ ~ ; + • • ® _
END TREE ~ ~ r - ~ i A ~ - r , Inv.; Ihv307, ~ / i ~ ~ , . " ~ I
• PROTECTION ~ ~ i„ , - ~ ~ . ~ f /f _ ~ I ~ . ~ ~ < . r ~ r r
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CONCRETE HEADWALL THICKNESS = 12"
12°~
~ EXISTING CHANNEL
~ ~ i GRADE _ - ~~~~uuiie~h r/
12"'`~~ 36" RCP ~ 12"
i o~ ~~'~s's' .'2
I
12" INLET STATION RIM INV. fN INV. OOT OUTLET PIPE ~rV f GRAPHIC SCA = ; s~, LE -
INVi - 2Z~52 =
OF PIPE HW 7 12+13.90 - - 256.00 ~ o zs eo goo j~° - zoo ~'•FN ";9 E ° GIN,.
_ CB 8 12+30.47 261.92 256.17 _ 256.17 17 36 RCP ~ 1.00% 12" ,,'p F.,.
CB 9 12+30.47 261.36 256.74 256.74 57' - 36' RCP ®1.00% B.
- HW 10 12+32.41 - 257.00 - 14° - ( IN FEET)
36' RCP ~ 1.86% 1 inch = 50 ft. PRELINIIN~RY
HEADWALL D ETAIL STORM CHART NTS NOT ~'OR
CONSTRUCTION
Edens EnLrineering,
Civil Engineering - Land Development Services
6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS
September 14, 2005 C140
Checked By: JBE

NEW MANHOt.ES USE AN APPROVED BITUMINOUS # REVISIONS
BASE SEALANT THAT SHALL BE APPLIED TO
SEE GO,R, STANDAR? S-25 THE TOP OF THE CONE SECTION TO PROVIDE PROPERTY ~ FOR MANHOLE FRAME AND COVER MINIMUM 36 HORIZONTAL CLEARANCE A WATER TIGHT SEAL. MANHOLE FRAME AND OVER
LINE FROM ANY OBJECT, CDVER 120 LBS, MINIMUM
• • a FIRE HYDRANT, PUMPER NOZZLE 7D • ~ • '~'-O` r ~ . 1'" 0
• 'o BE POINTED TOWARDS FIRE TRUCK ACCESS, 24" MAX e~° ~•~a n:'~ o 4'
~•'a Z r.•D. ~.'a ' . 4. *p**let 0*F
0 TRAFFIC FLANGE BETWEEN
. _ ~ 2 6 ABOVE GRADE I :r ~RMIT o Q ~F ~ Q o
N 4d 5' 3'-6" CURB AND GUTTER Q' ECCENTRIC 6LH~ caNE MAY ~ ~ ~ r ~
SIDEWALK ~ usED DN e• , Io• AND PAVEMENT 'P.a 12' SEW R MAINS, ~ ~ ~ Q a--
Y . s•., e: q d 23 1/2" 21"
~ ' ~ 'D D' MAt~iOLE CONE AND BARREL 5"
~ VALVE Bp 6 GATE VALVE SECTIONS SHALL BE AS PER ~ . e, o : e, ASTM. STANDARDS ® ~ 2
I COMPACTED BACKFILL 4'-6' DIA, AS ~ CONC. THRUST . a (TAMPED IN 6' LIFTS3 "v REQUIRED '~'o 'ter ~FwE~ ~ y ~
BLOCK ~ o; a~ A F~ ~ 0 o ~0
a . .Q~ ~ a H Q• 4 ~ spA ~a CE
6° MIN, BRANCH PIPE vn: a O SING SEAL MAIN ~ ~ ~ } > OR RAM-NECK OOOOOOO OOOOOOC >000000
• 4 ~ 4' a
.e A ~ 1, •p 234" 0
a ~ •p ~ RUBBER BOOT 3/4 HOT DIPPED PLAN CONC. SETTING SLAB 1,_ 0' •D a Q• ; ~a;',,..' LATERAL INaERr sw,u. NGT SIDE /
1`-3`x 1'-3'x 4` THICK ALVANIZED BRIDLE . o . ; ~ c , BUENE OWE~R HoAN MR1N SPRING- ELEVATION
' D' ~ 4 LE NEEDS TO 8E ROD MAY BE COUPLED a• • SLIP RESISTANT CLEAT v •D': °'.o.v. ABOVE 100 YFAR FLOOD PLAIN
3000 P,S,L CONCRETE ONCE, Q:., , d , ~ ' • o , , , oR sEALED AND vENr To BE 1' . a; '.~;,D,• •.D 4•. 6 ABOVE 100 YEAR Fl.OOD PWN. THRUST BLACKING D': . a .,Q: d . WHEN MANHOLE TOPS ARE IN 25 1116°
Z CU. FT. CRUSHED NDISTURBED EARTH, Excess of s' aBOVE GRADE. ~-----2311/16' I 1°
NOTES; STONE MIN, 9 ouT~oE sTEPS MusT es PROVIDED. 5EE STANDARD H BUTYL-NEK OR
1 FI SECTION A-A 5-28 FOR STEP DETAIL. IN RE HYDRANTS HALL BE AS MANUFACTURED; MUELLER, AMERICAN DARLING, KENNEDY, M & H, NON TRAFFIC AREAS, TOP OF APPROVED
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. FRAYIE AND COVER SHAD, BE 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. INSTALLED A MIN. ~ 1' A80VE 12' SEALANT 7 172" 22' - BETWEEN FRAME
FlNISHEO GROUND SURFACE, 3. 6" GATE VALVE SHALL BE AWWA C500-$6 OPEN LEFT. a D,. • AND COVER ~
4. STEEL RODS AND BOLTS SHALL BE 3/4° HOT DIPPED GALVANIZED. .,d • .o SEE SEWER DESIGN SECTION ELEVATION ION
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSIION. 1° ~---------25 15/16'
; 6. RODS SHALL NOT 8E COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE A s'O A a. MIN, 9' COMPACTED N67 STONE HYDRANT EXCEEDS 20FT, THEN A MECWANICAL RESTRAINING GLAND WITH A REBAR CAGE a' •'o. BASE i0 BE INSTALLED , 33 1/4'
SHALL BE INSTALLED NO MORE THAN iOfT FROM HYDRANT AND POURED IN CONCRETE. UNDER NEW MANHOLE, 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TG ROW. #3 OR #4 REBAR
IN NOM-TRAFFIC AREAS, TOP OF NOTES ~ 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR
FRAME AND COVER SHALL BE INSTALLED A MIN OF 1' ABOVE CORROSION RESISTANT MATERIAL 4TERIAL 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8°X3"
° ~ FINISHED GROUND suRFACE, RUBBER, PLASTIC d• •D~ • p. 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
CITY DF RALEIGH •o.•.'. CITY OF RALEIGH WEIGHT OF 182 LBS. wiTHiN LAG BOLT AND WASHER, PUBLIC RDW AND 160 LBS,
ANYTIME SITE WORK, CONSTRUC110N, ROAD WORK, ' " CITY OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT_OF PUBLIC CITY OF RALEIGH WITHIN EASEMENTS,
UTILITIES DEPARTMENT [ THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE WYDRANT 3) CDVER SHALL WEIGH A CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES MIN, OF 120 LBS,
THE FlRE HYDRANT TO STAY WITHIN COMPLIANCE. STANDARD PRECAST SANITARY SECTION A A STANDARD 4) ALL MANHOLE FRAMES OUTSIDE DEPARTMENT OF PUBLIC UTILITIES STANDARD SLIP RESISTANT
INSTALLATION DETAIL SEWER MANHOLE MANHOLE ~ DW , N ,REVISIONS DATE REVISIONS DATE R VISI OF PAVED SURFACES SHALL BE MANHOLE STEP DETAIL BOLTED Ta THE caNE STANDARD MANHOLE COVER
ABB 4-s-o4 DWG, N , E ONS DATE REVISIONS DATE r•c.a• t~-at-~2 ABB z_21.~ WG, NO, REVISIONS DATE SECTION OR RING WITH A IONS DATE REVISIONS DATE MINIMUM Of 4 BOLTS PER
W-4 s-20 RRH 3-so-oo S _ 28 RRH 3-30 RH 3-30-0 FRAME. WG, NO. REVISIONS DATE REVISIONS DATE
S_~~ 3-1-87 3-1-87 A.B.B. 2-9-OS RRH 3-30-0
SHOULDERS, SIDE DITCHES, SLOPES
EXTEND AVER INVERT SEE DETAIL W-22 R SLOPES {MAX. 3:1)
TOP pF VALVE NEEDS TO FDR METER BDX R (j D ' o
BE 12° BENEATH TOP DF DATE ' o EXISTING SEWER MAI DATE TYPE PLANTING RATE
~f e, .D . METER BpX LID, W ROADWAY AUGUS AUGUST 15 -NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
~ r'~ GROUT MARCH NOVEMBER 1 -MARCH 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE MARCH 1 -APRIL 15 TALL FESCUE 300 LBS/ACRE
• ..e SIDEWALK DUAL CHECK VALVE APRIL APRIL 15 -JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
~ o BACKFLOW PRE- LOCKABLE VALV 5/8' METER VENTIpN DEVICE JULY 1 JULY 15 -AUGUST 15 TALL FESCUE AND ***BROWNTOP MULLET 35 LBS/ACRE y~
'a. e BUT SIfFFIGENi 1O KEFP 1. PUT SILT FENCE OP TREF PROTECflON FENCE UP
w 3' #67 STON i E a.; , Q ~ a ~N SEduENr ON SRE TD ENSURE COHSTRUCfION EIRPINCE K USED.
4 • ' 6 LUG LOCK • a BACKFILL, TAMPED IN z. iF coNSrRUCnoN a tNE sits u~ sua, nur (r lJ THE ruD IS NOT ROAOYEO EY Tiff YEVACIE 1NAYEL- V V~Y-3' S10ME ro 8E uSED 25' OR i'UTN OF NIC OVER THE Sf01ff. iFffN THE itRfS OF tHE
~ , ~ ~ 'a z 6 LIFTS EIQSTNIO ; ~ (SLRGE S10NE OR R,11LkOAO ~ PROPOSED SIREFf, YENKiES iNSf 8E MASFIfO AEFORE ENTEPoNC THE SLOPES (3:1 TO 2:1) R°'D"MY -~~n r ~ Pug,c aaD•
~ • ~ £ ~ ~ STANDARD 3/4 i _ CRFAIER. J. IF A PRO[Cf CONRNUES TO PULL MUD AND OEBPoS r` c
N SECTION AT RIGHT ANGLE TD EXISTING MAIN I v ~ OR i' DATE _ ON TO THE PUBIIC ROAD, THE I,b4EPNMaO AUIFgft(IY M41 CtEAII 1HE AREA AND MAA7Nff THE FINANCIALLY DATE TYPE PLANTING RATE ` -.l RESPONS1Blf PERSON AS RIDICATED ON THE FullNCNL
~ W z SERVICE SIZE ~ 4'-0' FOR 8' TD 12` MAINS A 450 M H RESPOHSBkitt rDR4. W MARCH 1 -JUNE 1 SERICEA LESPEDEZA {SCARIFIELD) 50 LBS/ACRE
r*1 < 5'-0' FOR 15' TO 30' MAINS < MARCH MARCH 1 -APRIL 15 ADD TALL FESCUE 120 LBS/ACRE ~
~ _ mN 9B
~ ? ? d 6' 0' FOR 36 TO 54 MAINS a D c CONCRETE BRICK UNDER NDISTURBED SOIL CRIMP WATER' MARCH ~ m D ~ NOTES a N ~ ~ MAiN S RV MARCH i -JUNE 30 ADO WEEPING LOVEGRASS 10 LBS/ACRE
~ z a i, FLOW SHALL BE MAINTAINED 'e.••a ~ D CORPORATION COCK FOR SUPPORT E ICE AT MARCH 9B F"'q MARCH 1 -JUNE 30 ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE EwsnNi: RaowAr Js WN. Ts~ NEW CON5tRI1CTI0N F~'I
r'1 b A DURING CpNSTRUCTI ea • ~ ~ A PROPERTY LINE J UNE 1 -SEPTEMBER 1 TALL FESCUE AND 120 LBS/ACRE
X ~ 3 ~ ~ ~ NpTES~ PpRATIQN CpCK 5/8'x 12' COPPER SETTER JUNE I N W d N d z ~ 2. THIS DETAIL TO BE USED ~ ° • ' • ~ D ~ p ~ 3 ~ ~ W GROUT ' ~ f 1 Z z ~ METER YOKE ***BROWNTOP MILLET 25 LBS/ACRE ***OR SORGHUM-SUDAN HYBRIDS yN.~ .`i,`: t2 wN.
W D { HEN A 6 OR LARGER I r ~ d ~ ~ 1, WATER METER AS MANUFACTURED BY SENSUS, z z ? LATERAL NECESSITATES '°.,o rn ~ D ~ SET BOX ON CONCRETE BLOCKS 30 LBS/ACRE ~ ,
~ L1 = ~ ? ~ I ~ ~ ? ? OR SCHLUMBERGER, SEPTEN N r°' CONSTRUCTION OF A NEW • .e , 6 6 ap o n d SEPTEMBER 1 -MARCH 1 SERICA LESPEDEZA (UNHULLED-UNSCARIFIED) 10 LBS/ACRE F~dc LamER ST9NE gyp TALL FESCUE 120 LBS/ACRE
~ ~ ~ ? ~ MANHOLE, A ~ ~ A DIRECT TAP ALLOWED DN MAINS NO LARGER ,gQp ABRUZZI RYE 25 LBS/ACRE
< ~ ~ ~ 3. SEE STANDARD DETAIL SAW TO CUT SPRINGLINE ~ W w a THAN 16', 3/4' DR i' A z ~ ~ < H ~ r r TYPE 'K'
~ z ~ ~ S-P0, FOR PRECAST MANHOLES, vl Z ~ ~ 3. METER BOx TO BE LOCATED IN R/W ADJACENT TO PROPERTY SOFT COPPER PIPE m=~ D D C I ~ ~
~ z ~ r 4, THE CONTRACTOR SHALL ° z ~ ~ z LINE, OR IN APPROVED EASEMENT ADJACENT TO R/W, ND JOINTS OR COUPLINGS ~ z D r PROVIDE A MINIMUM 6' COMPACTED o.; ~ ; , ~ : D ` .p ° • ' ~ ~ •D.• • D Q° 4, WHEN THE GRADE CHA PIPE, NO JOINTS OR COUPLINGS, TEMPORARY CO\STRUCTION ENTRANCE
. ~ r NGES, A COPPER RESETTER CAN BE # 67 STONE BASE, ° Q . , .a• .•P .a a••. f ~ M CONSI ? ~ r Q w USED TD ADJUST Tp PROPER GRADE, INFOR CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
y ~ ~ z ~ 5. FOR USE ON DIP AND PVC ONLY. EXISTING SEWER MAI D N ABOVF INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
I a (NOT ALLOWED ON VCP) D N 5, FOR STANDARD METER BOx SEE W-22 SEEDII m o ~ 6. SEE DETAIL 5-21 FOR REINFORCING SECTION ALONG CENTERLINE OF EXISTING MAIN ~ ~ SEEDING RATE COMBINATIONS ARE POSSIBLE.
6 ADDITIONAL BACKFLOW PREVENTION DEVICE MAY BE mZ TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL UNITS, ~ VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT.
eras aia roar
D£WATERING CONCRETE BLOCK SEEDING SCHEDULE
SEEDING SC 'SEEDING SCHEDULE DETAIL
Bra ~ s" ® - N.T.S. ¦ ¦ ¦ ° .T.S.
~',x ¦ ¦
¦ ¦ $ r..e~~ .rte ~0
YAMlME 19 0alCE, n aC BIMM01
f1n
o ° ~ a~n ~ CONSTRUCTION SPECIFICATIONS / 0 I 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
a ° ° e ~'F3' oaS°o&o ~ arm ,Mrs 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 99 °o o~ a p ° ON ITS SIDE IN THE BOTTOM ROW 70 ALLOW POOL CWA9~co(~oooCb p o. OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
°~o ~ m DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED , $~o° ° AT LEAST 2 INCHES BELOW THE CREST OF THE STEM 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
~1, aaaor DRAIN. PUCE ME BOTTOM ROW OF BLOCi(S AGAINST ~ THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 21 SLOPE GRAVEL FlLTER \`4 ~~TiUnlrlrrii~i 3.} REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~A ,
AND TO AVgO WASHWTS WiIEN OVERFLOW OCCURS. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. R~
o' °vo IF NEEDED, qVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2z4 WOOD STUDS THROUGH ~ o .•~~ssi ; 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE _ ~ : ;
° ° PO BLOCK OPENINGS. MIRE SCREEN L~ _ P..LACI 2. CAREFULLY FlT HARDWARE GOTH OR COMPARABLE Tt-IdPORARY SEDIMENT UNIFORMLY AND MIX WITH SOIL (SEE BELOW*) f = w~;•~, _
MIRE MESH NiTH 1/2 INCH OPENINGS OVER ALL pOpl a arm rasr BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. DEWATFRING 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM R = ~ ~~'35~ °
arwkc _ - - m aaor nc rraMa sordccaroraMEr~Mrc 3. USE CLEAN gTAYEl, 7/4 TO 1/2 INCH IN } EASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. =
DIAMETER, PLACED 2 INCHES BELOW THE TOP ° r` -us ar rpa aatr wa mwAOt N6a OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1' MINIMUM _ i6' f ~ .!~GINE~:• 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED 'i ~e`
oas rar ~ +~'"1D ice"" » ~ ~ aroe ~ ra rfrrre ~ ar SMOOTH IT TO AN EVEN GRADE. DOT 7 WASHED 2' MAXIMUM ,was ar ~ rtaa rMwr rrtuim, ua ~ I STONE IS RECOMMENOEO. LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.L ®D s TT`~
-M° rc ar wrx real m at AIMeI MFM1 xa n aw®stnc k ra wa ar w rs•rA a ~ awue ~ s~+o r' ' ~ i ~I +Innll 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
w.~o u rMm~Maua i uc Mrs ~ aaw5orr°~ ~
" SEDIMENT F waar soar N agmrm er 8.} INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR PRELIMINARY RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND NOT I' QR
away SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL,
bpi r xwr'r".aa~"i w ~ LIME. FERTILIZER AND SEEDING RATES. f'f11~TCTRTTt-'TT~IT~T
a a w aar Naw low. vvlvv a asvv a. avav
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION • 9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS Edens Engineering ESTABLISHED. P.C.
9 LAl MM PNif Wr MAX 1 NIAP tl~AM N C FRONT MEW SII.TFENCE
SILT FENCE OUTLET *APPLY: AGRICULTURAL LIMESTONE - 2 TONS ACRES 3 TONS ACRE Civil Engineering - Land Development Services
IN CLAY SOILS) 6521 Creedmoor Road -Suite 204, Raleigh,
NC 27613 FERTILIZER 1,000 LBS./ ACRE-10-10-10 SUPERPHOSPHATE - 500 LBS / ACRE-209 ANALYSIS ph: (919 844-1321
MULCH --2 TONS / ACRE - SMALL GRAIN STRAW fax: [phone]
ANCHOR ASPHALT EMULSION 0 300 GALS./ ACRE email: iiif*[e-mail]
SEEDBED PREPARATION Drawn By: SLS
September 14, 2005 C1 90
Checked By: JBE

v m w o # REVISIONS
9LR~'ALK (6' 8TO.1 My
r,,,r O \ ~I UMLIFI a911LB , `(a~, Z 9~Ot LN. H•z D I" Cy -n 1 y ca'gl , 6~ pvoP aae a' ~renAe 0.02 YIN. ~ 0.04 YA%. ~ q" ¢ V ' mz 2'~ ~4 ~ariTEn 9.os Muc.i 9.oz ~~.J Mpt7 . ~ NOTES;
M D> ~ 0.04 ~YkYI. i I,y. J M ~ o n m I I O ®y 2 z $ ' 1) RESIOENTWL DRNEWAY TO AE MAXIMUM.. 12' -rL D O N i> Y. TO BE MAXIMUM.. i2' IN
W ¢ 6L rT WIDTH UNLESS WRITTEN VARIAN E IS fA~O F~C9 Oz ~y GRANTE T G 2 O p Iz wu, RAMP ~ C7 D 8Y OWN .ENGINEER z Hq ®r'~ 't K H S H, z °"1 Z 2 COMP AN N VARIANCE IS ~ I r"9• ' _6. r~
~ y M o f O w Q ) ERCUIL D INDUSTR44L DRryEWAYS ip ¢LLM ~ D~ BE A MAXILi11M OF T,JO' IN WIDTH 1STR44L DRIVEWAI'S i0 CL155 "B" CONCRETE TO 8E USED 1HROUGNOIIT. 'lN WIDTH' PROPOSED DRVEWAY d % x' .
y>y r SECTIOAI B-B opy~ :U 1 ~ ? _ z M <M rp ~ p 3) IF pISTANCE BETWEEN DRNfWAY CUT yp a ~8 smEwALK aM m EXISTING CURB JOINT IS LESS TITAN 5' PROPOSED 7 ~ OPTONAL CAVSTRUCTION- DRNEWAY CUT & CONCRETE SiOEwALK (IF APPLICABLE) Q I'-
Q Z ~ W O ® m REMOVE CURB T0. EXISIINC JOINT & REPU( rAANatriror 9¢AD~r TAAHStrION o ~ ~1 ~ WfTH MONOLITHiC .POUR, IF DISTANCE IS IS LESS THAN 5' MONDLR~C ' DRIVEWAY KEtWAY, OR 4 &R SLING JOINT & REPLACE (3000 P,S.I.) 5 MIN G IN CS ~ A00s D~%+EGted ~ cENTEB
P GREATER THAN 5', THE; EXISTING GUTTER R, IF DISTANCE IS ~ O 6Y ENGINEER EXISTING GUTTER ~ Two_2' p~ , HDLEs
SHALL. BE SAWCUT, vaAIAaLE aL9PES Nor ro ECGEED Ts~~e~9~ n ~ TO Df PUCEO AS' h ~ „ S y DIRECTED 6Y ENCNiEER
SECTION A-A I,,, a- a PLW FORMS ARE 10 BE USED SHOWI P05RION OF BOk,TS FOB CONSTRUCON OF PLAN PHE BDITDAI .SLAB
PROPOSED DRIVEWAY ISOMETRIC VIEW C O5ED DRIVEWAY EXISTING GUTTER COMPACTED Q WGx GRATE A FPMR REMWED A sT W& DRA71 CONSISTPlC
Z ' z E%PAN9LOH JOINT 9i0EWAlK ¢ BACKFILL i/2° EXPANSION JOINT ~ ~ OF I CUBE: FOOT OF 00 ~YPROVEO EQUAL 4 N0, 7~t1 STONE
Si7 ROADWAY ROADWAY M PLAN eYYBOL PUH SYMBOL NOTE. ~~T~£~OF~pATMO ly, y Z _ CONTAINED 91 A BAG DF A' 3/g % S' LG.: S POROUS FA&OC SHALL ic:~! SECTION ~ BE PLACED AT each
Z z CCF ~ ~y EOp, "1 mq~ CURB Glr FOA FCA PROPOSED N r Y 3° BF~J.KDEO.PIGII'- WEEP HOLE. 1~ ANCHORS O Ail DROP INLETS DvEB
1E1 ~ FYMIE AA1N a.HEELCNAIP AUIP m E%PANB ON JOUR n~'m t pC C n "I wrES; E wore , a~, ¢ F A6 -I I 5 `--_L 4 BAR !N. DEPTH i0 BE PRWWED WRH STFPS a~ I'-2' ON CENTER STEPS SlDeww.K _ - - - -
. ~ "~+t H 1. pETECTADLE WPANINO DOMES 91141.1 WYEA a'•0" IENBTH AND FULL MOTH OF TrIE ~Y~ O N U i~ r. ANW FLOOR A8 aHpw! pN THE pETAIIS. / 1 B%P OIN7 - 4' SHAH 8E IN (IF APPLCABLE) - ACODRdWCf WRN sm, A T 6" K 1.02
J ~ ~ N 2, THE AAYP WY BE YELIAW IN COLOR OR ANY COCOA WITH A 704 CONiflA6T M7I0. 6~~ M D`J c 9 o TB~'~~ Q ~ ¢ U B 5 t2 0
"I ~ SIDEWALK ~ ~ ~ C D ~~!!PA~41~µ4pE~~ w a IhA*9^ z a a RINP VaD~ 5' 0,0' 6.8' S S. d d H I. a r': 1
H 8' 0.9' 8.8' 8.8' B.0'•• a W ~ O p p~ p p r 9.9' 7' 7s es'•• is oN of AAYP ~ 2 W d v d d r e d G 1
s' 9.0' 7.a' es'•• y ~ a D.aS'R W ~ (o) oQ Q ~ Dp 5' aA' 7.B' 7.8' S.0' CA09ffiYALK L1Y3T8. .J - _ 4 ~ DOWLt ~ 'n.A.• 6... T.__ DOWEL
0297 5' 2.6' A.3' 8. ' !.8' (9EEE NOTE 191 ~ 1p'MlN 1 Y s' 9 s' es' e.a' a.I' UJ 'MIN 1/2` EXPANSION J lNT .SEE NatE
QQ Q Qo ® ® po 6' 4.0' 9.9' 8.8' 3.8' ' 8' !.6' 10 9' .T 9.4' 4 . MIN 4 RAD. MAX sicDDN-%X sE nDN -rr
a' s.9' I9.a' e.a' s.+' ~ I PROPOSED E E CONCRETE ORNEWAY O5ED ~ ~ ' ORNEWAY ~ $ DNAfN510N5 AND 1171 f R.OORP INLET
!r.°:!,'r :":r`v>':::r~+ 6 m 0I87ANCE fApl FRONT EOAE OF 810EWALK P ~ - ~W G~ -~N~ - - - ...a. r. . ,,r'. TO B/LI( POI77r OF 12:1 (8.994) SLOPE. P,S.L} ' ° EXISTING CURB. & GUTTER JOINT o PI P Y ' i im+r ~ c
• BACK OF aIOEWALK OPOP REWIRED FDA ALl PLAN VIEW LINE"--- ~ CUB YAR 2'-B' 0.2 2 0.222 0.855 O.DtS
EET 3 of 4 .DETECTABLE WARNINQ DOMES a ~Ka~09®ro1K OpOP AEautRED FOP wat R/9aP8 9I9EwALK aLaP6e 9.Oa. ANr awL2 W' EXISTING' CURB ANO GUTTER a IY 3-6 ~ 0.929 9;073 8036 I AND GUTTER 5' ~ 18' 3'-5 i 1.02.1 0.031 O.OA9 A'"~ 1.151 0.059 D.OBS UT MBJ ~ 30' 3' 2' 4'-5 h.282 x222 1.207 0:082 0.127
848D05 (40" Y3N. FLOOR WiD7H) HEET 7 OF 4 TO BE SAW CUT 848D05
m $g P vl 4 a '2 CIMENSIDNS FOR CHANNELS VI
~ ~ 0 0 v ~ A ~ ~ : N0. SIZE LENGTH TOTAL UN FEET " o ~ c - 2 3°X4.1° 4'-(Y 8'-0"
'"--°I F y H' Z E"5~'1 M} i` , Q • ~ 2 3'X4.1" 2,_6" 5'_O"
i ` Q M y ~ Q L.. 'R y I' --------------------T Z 'S ® -'I ! ¢ V
i ` _ 1 OQ. X i So~~rn 'lam, W2OZyLL "
my0 _ 1-caia02 Sy0 ~"""1
z~ ~ , a' ' SECTION B•B rx°¢'z~ o~~z ~ , a' ~~a y~LLO~
~~D ¢p~Q _ ~ g M¢ ~ 4z _ NOTES;
~ „ i DROP M C1A55 'D` CONCRETE f0 ~ INROUGHDUi, ~
_ A f~ _ - ~ Q N - ~ n ALL GTCH B14H OVER 3'-6' IN. DEPTH TO E1E PRONDED $ • ~ p E A 6" ACCORDANCE WITH ST0. N0: 1,02 Q 4 BARS "V'
I,i L' ( 1• ~ 8 DFJFAIK PAtlCBEO ~ ~ D " ~ ra+roam oE~~s ` x r E W ;p E OPTIONAL CONSTRUCTION-MONtX:r[Hq POUR. Y KERWAY V OR a DAR DOWELS AT 12 CENTERS A5 ONLECTEO Of ENGINEERS. ~ EQUALLY SPACED ~B BARS• ".41!' EQUALLY SPADED
- P 0 0 . ~ SECTION -A ~ . - d 6" z 3' FORM ARE TO. BE USED FOR THE CQNS1filICTION OF ME ~ $ 1/2": BOITOLL stAe n 5' S'
Zit ~ - Q ~ g .a hi ISOMETRIC VIEW _ ~ u fOR 8' W HEIGHT OR LE55 USE ~ LE55 USE C WALLS MID BOIIOM 9,A9S ~ R I R a ' OVER 8' AND UP TO I6' 1N HE~HT USE 8 WA115 AND Z
O '-I ~ ~ m • . • ~ BOTTOM SLAB. WANTITIES T0~ BE ADJUSIEO.A000RD9IGI.Y 17 I ~ \I o o I ~ 4 BARS
K ~ ie71 i Iar2 OY~ ~ ~ I D 6 ~ ~ ~ ~ f Ilf: F , r' 6 ~ , "U° EQUALLY S SPACED i
M~ M I ~ u i~ LL C M ~-~--T i i, ~ F7 91/ m III ~ PLAN n CURB AND GUTTER
-iC2 ~ n ~ ~ 141. ~ zit 5' V n i i ~ C7 ~ IEW V H Ai DETECTABLE NAPNING WYEa 8 , ~ ~ ~ M ~ ~ e p HAU COYER r.o° LPNGTII AYO i : i ~ ~ ~ D CURB n Z .,i m PUIl WIDTX OF iNE Aura FLOOR A8 BNOFN OX THE 9ETAtlB. '1 ~1 \ • 4~ ' W J T- EL "ATION VIEW WHEN B" X 6" ' ' 1 CURB IS USED M PLACED st , roe ~ S WITH CATCH BASIN ON STEEP GRADES
C ,..I z. r~ nuro ~av eE YELLOW IN DOLOR oA ran coax nrH I I 1 I ~a ~ W ~ O i SIDE EV OF HE 2 ~ ffl A 704 CONTRA6T AAnD. ~ N ~ i ~ ' .o"~ , O m W F Z ~ SECTION YM ~ p.l I I I ,~ir• i t 'i~ 9EE 1®TE 1 ~ ~ ' , ~ OF HOOD O ION ~+y
.y I- i ,A w,' _ ~ J Q. i. ,z" L I rn ~ ~ 8~ fi•. BACK OF CURB USE ON FLAT GRADES 27• k UNDER
C = A O eAw vAOTW AA81 M yAA4BtE \ ' ~ ; „ ~ + # m I H ( p DEWEY BROS. CH-BN-2D00 -I ~ ~ y , r `v ~ ~ ~ ¢ (p OR APPROVED EWAL RI r a r. ~ I--_-~_ , w M- Z~ ~ Z ~ ~4 BARS "V' - -
Plllf t 00 ~ ~I T~ " ~WfiV F 5>~s° ' B " ge BARS 3 ~ 4 BARS °U" 11 2" 3, - _ 3
ZZ~ ~ 0 0 0 0 ~ ~ti.4~ ~ ~ ~ xQl~ j? ~ ~ _ 9.397 < , ~ fA ~ r Z pEPRESSED ' E y A Y GUTTER LINE
r~ Z O ~ r `J' Z ~C ( ' ~M M M.{ p ~ ~ ~ 0 "SEE NorE L~ ~ ~ ~ z N W " F A B ~ i ~ ` - - ! ~ W v i H'+G Hl M B _ _ _ SECTION-RR i I
~ rxle romI9N of Aalr~ _ ~ i ~ ~ MIS7 F,LLL MITHIN ' ~ _ _ ~ 0 p x NORMAL. CURH & GUTTER ON LIGHT GRAPES
O ~T~:_.•-.." ~...o{ _ _ BEE NOIf 13) / ~ V. T. ~4 BARS NORMAL GUTTER LINE 6 ~ °U" 3" g' G
~ C k h 1 sEE xDrE 1 0 0 p~ BEE lmiE9 ~r + 3„ DUALLY SPACE USE ON GRADES 2Y ~ OVER
m ~ ° ~ ~ H DETECTABLE WARNINQ DOMES I~ v W ~ i~ END ELEVATION G' _ WHERE 30• TO 3B" PIPE. 15 USED 1 I
" ~ PLAN VIEW PLAN VIEW ~ ~ g° ~ EET 2 OF 4 6" A4t duL AAwP3 SHEET 2 OF 4 ~ $ ~ SECTION JJ ~ ~ F 11/~~ ' - _ Ip• DEPRESSED SECTION-SS 12 ~ MAX GUTTER UNE
aaeDOS MiY. Fes, ~Im,,, ~ ~I= coo' Mn. nDDA +aDrNl 848D05 - s,
- r _ B fi" ~ _Ll'A'ION
q T A O n 6n_' O ~ ~ T J - H t. - N •om~ a•a a ana as mn area E ~ l
I V D F I A ~
N O F- Q ~ D F bMc Qa r r - _ - - - - - - . i ~ 15 3'a ~ Y-1 Sa e]U ON am eefJ
m0'n~yi H¢~V Mz-~pI=D tLJaiOiZ u~ g - SECTION %X ~ is I r-~ I ~ { i j ~ on' m w r~n owm eP4Na• ^ sr s-r - S"•r ~ r .a .-r, - ~R .r ' h ~ r oar I om i~ri oon om ao~ ? 9 g r•v s~-e vr~ _r I a j - ~ ~ r-r -r ~ u a i~ I nreo x im orr~e ono oe» aiti [-rJ,
=ODnm O¢Oy2 P o < G SECTION-YY •~Z~ WQ~jW= y~ o SVJpO HVy'S00 . ~ .r I SeS~ i~-r r~r i r `r_r ~ :I `r ~r ~ o_''' ~ om ~ ,ne ~w our oas oae awi PLAN m " P K T4 i-f Y-7 Y~ S•f .I i-b I f i i f fib e~ ip{ r~ 0~ edO°69 nom ~p~
Z~~N~ i~~ FS~ZW O~~D ` y~LLpJ l..
O
~ Z y MO ~'Pf?, ~ H w
Z f ~ Cp I i i ~ 1
i SIDS'' SIDEWALK Gq~ 1 ~ SEE NOTE 12
-9EE NOTE 4 'Y 4, 3~ - ~ a (TrP> G
STOP LINE M' , r R
SIDEWALK SIDEWALK ~ / m SEE Y ~ 1/r R 6 2-~ m Q ~ , a'
Z 'NOTE 12 SIDEYALK SIDEWALK ~ I ~ 9EE i~ ( 4'•0" (TYP) ~ 1 B" R. A /
- t~-- i, LL Z y STOP LINE ~ NOTE 3 ~,0 SEE NOTE 4~ d ZN ~ ~ WATER METER BOx t 2` ~ CLEAN-PUT i ~
rn = ~ ~ , z~ m ~ ~ 6° 6 O ~ (TO BE PLACED AN LEFT j
n i' m s1DEwALK V l Q 2 Z ~ ~ ~ O ~ ~ t • ~ N s SIDE OF WATER SERUfCE) ~
m ~ ~ J N V ~'-1 m s 4 _ 2'-6" ~ $ /W - - R/w
C ~ CJ DETAIL ~rNG TYPICAL LOCATION OF YMEELCHAIR R~ Q _ ~ D PEDESTRIAN OROSSWALK9 AND STOP LINES FOR TEE INTERSECTIONS \ ~ V ° 2.5' m
W V O oW Z DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR = W Z -6" OURS & >1T R T ~
~ 0) RAMPS PEDESTRIAN CROSSWALM$ AND STOP LINER y = .+u O n Z D y SIDEWALK
o ~3 ~ ~ 1/$' R. ~ O
W SURFACE OF SURFACE OF Z I
GUTTER ~ GUTTER i/2" Z
Ol I O y
i ~ PROPOSED WHEELCHAIR RWIP ALLffiYA@LE LOCATIONS 12" q JOINT FlU,ER TYPE "K' SOFT COPPER
HEET 3 aF 4 PROPOSED OA FUTURE SIDEWALK DUAL AAYP RADII...........ANY 12° a e • e, . a, •A. .d
848D ( SHEET 3 OF 4 05 3S' CURB 6: GUTTER STREET IN 5p' RIGHT OF WAY
848D05
0 TR(~,SVER5E ~(7,PANSION ! N P T WATER MAIN. z 0 5 LlCES W S REET
MOB NOTES: yZ <;'I O y JOINT IN CURB & CUTTER $
~~i+ Z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTAHCE AND A 70b CONTRASTING COLOR TO THE SIDEWALK, dQa
r~- `q ~ ~ y F-~ NOTES: m0 -I.~ 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. FZ+¢t7V M ~ x ~ ~ ~ c M t )coNrRACTION Jo(NT5 'si+~u BE sl SEWER AWN N JOINTS $NALL BE SPACED AT iO' INTERVALS, EXCEPT o R
OO L~fy S z THAT A i5' SPACING MAY BE USEi OO~n-I 3. NORTH CAROLINA GENERAL STATUTE 136.44,14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OA AEOOtJSTRUCTEO FOR MAINTENANCE ¢ WHEN SAT(SFACfipRY SUPPORT FO6 ?~izDm PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTYES OR ALTERED FOR ANY REASON AFTER SERTEYBEp 1, 1973 SHALL W¢ LLt" WITHOUT THE USE Of TEMPLATES =y®O PROVIDE WHEELCHAIR AAYPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS H-py~®C~ SPACING MAY BE USED WHEN A MACHINE lS USED OR ~ FACfipRY SUPPORT FOR THE FACE FORM CAN ~ 08TAINEO n
zHQp-~1 PAOYIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ~E 4 F N MAY BE ALTERED BY1HE TOWN Ei E USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING ~ FRED BY 1HE TOWN ENGINEER TO PREVENT UNCONTROLLED 9
N h C W CRAGKINC. n 1M IN ADDITION, SECTION 22B OF THE 1973 FEDERAL AIO HIGHWAY SAFETY ACT REOUTAES PROM ¢W~'+'aI D ~ AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR I P SIGN OF CURB RAMPS ON ANY CURB CONSTRUCTION 00 y 2 CONTRACTION JOINTS SHALL BE IN T
S CANNED FOR A FUTURE DATE. Z •Fy¢ ) F ~ ~ ~ ORMED BY OTHER APPROVED yp THE AMERICANS WITH DISABILITIES ACT (ApA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. E NOT FORMED 8Y TEMPLATES, V JOINTS SHALL BE INSTALLED BY THE USE OF TEMPLATES SERVICE TO BE PLACED AT CENTER 1111I411Iit(T~ By OTHER APPROVED MEfNODS. WHERE SUCH JOINTS OF LOT A7 R/w UNLESS oTNERWfSE ~~T1 Ti, IRMED 8Y TEMPLATES, A MINIMUM DEPTH OF t:5" SHALL ~ ~ APPROVEp BY TOWN ENGINEER. ~ CARD//
COMFAEHENSIVE CIVIL ATGHTS W p BE OBTAINED. Z PROTECTIONS SIYILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1984, THESE CURB AAYPS HAVE BEEN DESIGNED TO CCYPLY WITH THE CURRENT AOA 9TAlA)AAQ$. ~ O t p ~ C~ i
3)ALL CONTRACTR)N JOlNiS SHALL E EXPANSION JOINTS. SHALL BE SPAT CT{ON JOINTS SHALL BE FILLED WD`H \ s ' 2~ JOINTS. SHALL BE SPACED Ai 90' INTEpRVALSSAND R 9
4. PROVIDE WHEELCHAIR HA1WS AT LOCATIONS A9 SHOWW ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LDOATf WHEELCHAIR AAllPS ADJACENT TO ALL RfGID OBJECTS, AS DIRECTED BV THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, OAOP INLETS, ETC. AFFECT PANT, WHERE y 0 ALT. RfGID OBJECTS, f' _ ~4.
iW0 AAYP3 ARE INSTALLED PLACE NOT LESS THAN 2 FEET Of FULL HEIGHT CURB BETWEEN THE RAMFS• PLACE pUAL RAMPS 4)WHEN REPAIRING CRACKED OR OAI AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS ROSSYBLE, OF SECTIONS TO BE REMOVED AN IRING CRACKED OR DAMAGED CURB ANO GUTTER, THE MINIMUM CENGTK - ) 4 " rv- - S TD BE REMOVED AND REPLAGEG ARE 1D' FQR FORMED CURB = ?1352 -
AND 7.5' FOR. MACHINE PLACED C 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RA1~S. (SD. YD$.) 7R MACHINE PLACED CURB. N0 SAW-CUT REPAIR. OF CRACKS ALLOWED, ~ U
m 5) MINilIUM CONCRETE STRENGTH SH z B. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED GUAR. (LN. FT,) ¢ 1NCRETE STRENGTH SHALL BE 3000 PSL ~ 9 N ~AR••" GINE•. '%,'p
~ 7. SUCH PRICES AND PAYMENTS 19 CONSIDERED FULL COMPENSATION fOR ALL MATERIALS, LABOR, EQUIPMENT T O OOLS AND INCIDENTALS LL ~ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. d y O 7Tr1 111~Y
~ ~ B, DO NOT EXCEED O.DS (12:1) SLOPE ON THE WHEELCHAIR RAMP YN RELATION HIP T H N0. DArE DESG9PrtOx fl9 O S 0 THE GRADE OF THE STREET, Inns oESCRtPtta+. _
C ~ ~ 9. CONSTRUCT WHEELCHAIR AAMP9 40" (3'•4") OA GREATER fOR DUAL RAMPS. ¢ ~ aLhPaNs
W ~ H 10. USE CLASS "B" WNGRETE WITH A SIDEWALK FINISH IN T C ~ ~ STANDARD CUF OADEA O OBTAIN A ROIKiH NON-SKID TYPE SUAFAOE, H U r J DRAWN BY: Dcsaa:D BT: RPl. N0. PRELIMINARY STANDARD CURB & GUTtER
NOT FAR
~wrn wiun ~udni acne IM CW1UNETE WMEELOHAIR RAMP JOINS THE CURB AND AS SHOWN ON STo. am. 848.01, FQ- ~ 7
q 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINE NO OF GA 9 CLOSER IN THE INTERSECTION BY BISECTING THE YNTEABECTION RADII, O J U WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAY 4,W Y WHEN ONE RAMP IS INSTALLED. ($EE NOTE 1T) W 13 1 CONSTRUCTION q OF GARNER N.
13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN y = THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24 OF FULL HEIGHT CURB FALLS WITHIN
O THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. Edens Engineering,
2 ~ 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE, W Civil Engineering - Land Development Services
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. ph: (919 fi44-1321
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) fax: (9191 x-14-1323
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCO. SHEET 4 DF 4 email: into(&,edensen gineering.com
°48D05 SHEET 4 OF 4 v V OS 848D05
Drawn By: SLS September 14, 2005 C1 91
Checked By: JBE

~ _ JOB NO: 163001
EA IN WETLANDS 43~~ SF 0.101 AC AR ) METES AND BOUNDS ALONG DWG:TOM623 AC~ INE OF STREAM CHANNELS
rl~+eER DRwE NAD 83 COORDINATE WETLAND POINT LISTING CENTERL _ _ As of s/24/o6 RE~~~Nl1NCES
NOTES: NUMBER DIRECTION DISTANCE ~ ' u.~~,-; I h)~ U 0010450 PIN 1700741451
STANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. WETLAND FLAG NUMBER NORTHING FASTING 1. ALL DI A1D+ 704290.1646 2107576.5214 0 ~14 S 32'51'28" W 32.65' I IJ~$ I ~ L1
~ 2. AREAS COMPUTED BY COORDINATE METHOD. A2D+ 704278.6099 2107572.3582 z ~ OF RECORD A3D+ 704274.3543 2107552.9093 X82 L2 S 42'10'34" W 34,30' ~b ; i.5~1 ~ PG 1' L3 s 51'45'06" W 33.13' DC3 T! X36 PG 3a~'> 1 I /a)( IU 01053741 PIN ~ 700748437 i93
o °m 3. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS SITE ii A4D+ 704294.7484 2107543.6443 .43 L4 s 72.15'2x" W 13.22' DA`~HED BOUN1:3!,I~~~' I_Ii~~I~~S FROM REFERENCED SOURCES
o ~ A5D+ 70432L2517 2107514.1383 ~ a B3 L5 N 81'40'03" W 24.72'
A6D+ 704357.4518 2107495,0402 ,02 L6 S 7741'07" W 44.42' 7 h~fJ`'~S 74 u s 77'o6'oa', w 40.33' i_ES`- 2_ AC E~~~, R,/W (TNOMPSON RD) DB 5926 PG 906
A7D+ 704376.9541 2107461.1874 ABD+ 704392.6809 2107465.6818 f18 L8 S BO°28'33' W 29.22' . . _
A9D+ 704384.2887 2107518.4441 41 Ls s s7.2T5s" W 12,25 i 1.5 AC , i i~E~~I~ L10 S 81'15'34" W 73.63'
A10D+ 704360.0946 2107527.9562 i62 L11 S 52'26'36" W 24.13' ~ ~ ~ a A POl~~il(~r~ OF THI_, ri~1)~'i~a~~~~Y OU~:S LIE IN THE FEMA f66 L12 N 78'15'37" W 31.34' v.
VICINITY MAP (NOT TO SCALE A11D+ 704347.5397 2107546.8866 ^ A12D+ 704306.5646 2107556.7969 - Gt,:~IONAILD 100 ~1.~,I i-I_C~OD PL/~IN REFERENCE FEMA 169 L13 w S 84'44'18" W 50.56'
r~ f=il;M PP,I~IL=:L 37113:yCi)~ti-~>E BONE AE) EFFECTIVE DATE 3~3~92 N 84'4754" W 39.79' L14
0 L15 N 61'10'21" W 39.93'
z L16 5 72°35'26" W 32.89' L17 5 6728'25" W 44.31'
o I ~ L18 N 18'26'16" E 21.80'
NEUSE RIPARIAN DUFFERS U r L19 N 73'32'07" E 36.99' L20 N 15'09'01" E 53.07'
z ARE MEASURED 50 FROM TOP OF STREAM STREAM L21 N 15'09'01" E 18.79'
' DANK DOTH SIDES L22 N 03'20'42" E 101.26'
L23 N 55'48'28" E 46.95 L24 N 29'0740" E 60.04'
L25 N 25'10'01" E 39.42'
L26 N 02°02'43" E 29.47' L27 N 12'15'45" W 35.60' Nib
~3 ~R~~ NSF L26 N 10'26'51" E 42.06' Ih~~VII~G
IQ z CHARLES TADLER L29 N 08`15'19" E 55.53' 7 P 58€`~ 0~3 b t 9
~e ~ DB 6301 PG 285 i~ TA%~ ID 02114762 ! ~
TAX ID 0204763 ti~
Wk y? ~P CHANNEL IS APPROX. 15'
/ CHANNEL IS APPROX. 8'` WIDE AT THIS POINT
/ WIDE AT THIS POINT i S 89 ~CP S 89'36'14" E 1468.02'
~ CR ® ~ l_~.... __._~.rss[r ._ar.-== ~n~_-. aa~r. Svr® Y~1 O® m_s f"y ` ~ NOTE: d - _ Ir>>RI;L 1~~~ivE 1
z JZ J NCGS MONUMENT ~ / ~ ~ e~ ~ z I THE AREA WEST OF THE MAIN STREAP,~ CHANNEL FROM QOM - - ~RnvEL o~rE - -
°RAND" , ~ ~ ze h THE SOUTHERN PROPERTY LINE TO LINE "A" HAS W 15' NAD 63 COORDS m w 15 cMP RcF ~ PkiV'taiE CiRIVE
N 705577.1321 N/F ~ ~ N ° ~ 44~ NOT BEEN EVALUATED FOR WETLANDS AND STREAMS Z cP J E 2105336.2946 RAYFORD IVEY z ~~`"P ~ IS z cPP ~ - - _ - _ J TRAC i i_il~c NU
s / U U ~ r ~ DS a ELI TP~NSITION POINT ~ , ~ m
DB 9583 PG 1896 / LI ~ N e ~ ~ NAD 83 COORDS a NE A" ~ g :Y e N= 704472.5661\ TAX ID 0077407 ~ F EVA UATION ~ ~ E= 2107468,0360 661\ ~ j ! i,~.`7 N~ laso DWQ JURISDICTION BEGINS ~ U8 11a,~« 1-'~~ ~ ~ ~
~ N 8748'02" W 152.72' W EIi rl CORPS JURISDICTION BEGINS DB 3319 E°'~~~ f.; >
D~ I pq Ci L~ ~ TAX ID +.+1~713431.~ ia'' v ~ ~ Rc z\
N ~ v d' / J Y~ /~10 EVALUA110 ~ AN BUFFER i ~ti 1 PIN "17f?+_~t44'~d I ~ ~ TRACT LINE DB 2736 PO 831 o
w IN THIS AREA USE RIpARI f TRACT W ~ NE , .y . SEE N TE N ~ ~ - I ' ~ d ~ TAX ID 0109741 ~ M o ~
/ ~ ~ ~ ~ i Cg L5 t-A ABD+ A9D+ PIN 1700748437 ~ I ~ ~ ~
o ~ ~ z W L8 L7 NOT TO SCALE / ~ Z iv ri = i z 0 49 F STREAM A7D+ i NU iMPROVI~ML~ i~l 1,~ ~aNOWN o ~ ~
/ a ~ o ~ ~ I i (y L1 RUNE 0 ~ A10D+ z ~ N ~ a 16 S L13 GENE ABD+ A10D+ ~ ~ °J
/ a ~ Z a I ~ ~ ~ L14 ~ v - ~q A11D+ + ~q A11D+ N NO OTHER IMPROVEMEN I`:~ SI-IUWN ' ° n. m sr~9~OS ~ g d
~ GERALD GILBERT = W ~ ~ sA s k e " ~ N AN BUFFER A5D+ ~
D8 8918 PG 1145 ~ ~ ~ SE R~R1 'JAL 12D~ I ~ r~ NON-JURISDICTIUI 120+ - _ _ - ~ d TRACT LINE Tf7ACT LINE > A4D+ A1D+
o TAX ID 0050479 / DRAINAGE FEATURE A4D+ A 0. ~ I ~ Ai
v7 NAD 83 COORDS ro X19 A36+ / N= 704280.7767 55.68 ~ N 89'2743" W N 89°2743" W A36+ A2D+ CP iJ 89"26'37" W CP
~ E= 2106807.3997 156.49' 'i i /NSF ~ , , N 89'2743" W 212.37 IRON PIPE N 89°2743 W 200.00 CP 60.00' CP 66.88' CP N 89'28'27" W ; N 89'28'27" W 395.08' ~ 89.91' ~ N 89 36`02'° W 450.60' CP
I `1 /CHRISTOPHER BAKER (coNTRDL FouND G IRON PIP ~ CONTROL 1 _
~ 483 PG 501 FouND ~ > > U F ~ DB C) NAD B3 COORDS ''1 v J °1 '1 ~ ( 5 4
TAX ID 0050478 ~ 1 N= 704258,7849 `9 ~ ~ `8 `7 Q I ~ m E- 2107019.7603 p ~ I i i ~
I ~ PRIVATE OPEN SPACE ~ m BREEZEWAY SUBDIVISION BOM 20U0 PG 1~~:~8 j ' ~
~ ~ BREEZEWAY SUBDIVISION ®OM 2000 PG 1858 z / d I 1
I~~ o~
/ ~ xa ~ ~ ~
~ ~ ~ ~
I z°OF 0 0
~ ~ i I ~ I ~ ~
I ~ ~
r ~ NOT TD ~ FOR
SCALE FOR
3
N .f o...~ d _ _ _ ' 0 - ~
~ Y
P Wf~ SH ST Y T. M A S NCGS MONUMENT I~1 TY OU C AKA W P Vf~ SH 9
"MARTINE"
NAD 83 COORDS A HC RT NO N 7627,6.6326 LIMA O AR HC T
E 2106644,9206 STREAM EVALUATION AND ~ I E 100 100 200 300
° UN J Y T. B DA I WETLANDS WERE DELINEATED DELINEATIONS PLUS E 4 UN J 9 - _
6308 J. RICHARD DR. SUITE 104 RALEIGH NC 27613
PHONE [phone] k 97
C, a ~ -
THIS MAP IS NOT PREPARED FOR RECORDATION THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE 90UNDARY OF THE JURISDICTION OF JURISOICTION OF LEGENL'~
FFE- 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 I,EfHAN IV. STAU k D ACTIVITY, AS r ;a~nau~~ ~Lnc A 1- ESENT ON THE SITE ,per R~~EOEL`o coNCRE~rL v~EL
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 SIl REGULATIONS, THIS ~c~ ~oRRUCarn RLns~c wRE [MP CORROCphD IAETAL PIPE
SUPERVISIUN AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, TH THE RATIO OF PRECISION A5 CALCULATED IS 1:7500+. WITNESS MY HAND AND DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEAR4 :XCEED FIVE YEARS ~ ~~F IRON P~RF FouNo
AND SEAL THIS 24TH DAY OF JUNE, 2005 FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEAT NETLAND DELINEATION MANUAL c~ uoMREna Rouar GMr ~ONCRE Ic :dO1vUMEl, hwMU ~'PNE PARKER it lON NAIL 6LUNfi
I PkNS PARKER-I~..LON NAiI SEi i 1 ~~~F f ~~~~~E~ AN® ~~~OC LL _ iPS IRON PL. ~tT „ ~l
~ NAME: OWNER i ; P POWER POLE CONTACT: ~;w RicRr aE way SURV~' ~'~R~', P.A.
l TITLE: - BLACKCAP PROPERTIES, LLC sF. sounREFrE ~J ArRE d
r ~ y i~/; ° DATE: 11. 547 BENSON RD, SUITE 102 ~,r oEE.o c~ - GARNER NC 27529 ''a PLAT a: i~~ EAaE
(3~,.. / f 1 x ,~~r d AID: you aoor - ws 316 Summers Wotk Circle LF LINEnR REi
1 SURVEYOR Opw ov~R iiEno PowEe Garner, North Carolina 27529 'MRE
Y9 ~.O 11E LINE unlu
L - 3839 [oo sTREEI nooeESS ~"19--661-8294 919-661-9909 Fax - - iJNES raor ~,m~E,EO ncsurveyor~aol.com
LICENSE NUMBER

JOB N0: 163001 METES AND BOUNDS ALONG DWG:TOM623
LANDS 4394 SF Oe101 AC) IN WET AREA e101 AC) CENTERLINE OF STREAM CHANNELS _ _ _
nMeER DRIVE NAD 83 COORDINATE WETLAND POINT LISTING STING AS OF 6~24~05 RLI-L.RENCLS
NOTE WETLAND FLAG NUMBER NORTHING FASTING 4STING NUM6ER DIRECTION DISTANCE 8 pG ~i.r~~j ~I An ID 0070450 PIN 1700741451 " W 32.65' DB 11.79
L DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. A1D+ 704290.1646 2107576.5214 1. AL 0 576.5214 L1 S 32'51'28 DP ~~~"9 I'G /J1 572.3582 L2 S 42'10'34" W 34.30' , ~ ~ ~ y, 0 010974` PIN 1700748437
° ~ 2. AREAS COMPUTED BY COORDINATE METHOD. A2D+ 704278.6099 2107572.3 ~ o D93 L3 S 51 45'06" W 33,13; DP ~ r 36 I G I~.71 I A 552.9
z ~ ASEMENTS AND RESTRICTIONS OF RECORD A3D+ 704274,3543 2107552,9D93 ° m 3, PROPERTY SUBJECT TO ALL E A4D+ 704294.7484 2107543.6443 sITE ~ ~ ASD+ 704321.2517 2107514.1383 L4 s 7275'2x" w 13.22 L~A`~NI_.D BOUi~II~AI~;`( L.II~IES FROM REFERENCED SOURCE 543.6443
514.1383 L5 N 81;40'03" W 24.72' L6 S 7741'07" W 44.42' 11.7 /d~ ~ ; - ~~I~<l)55 495.0402
° a A6D+ 704357.4518 2107495.0402 A7D+ 704376.9541 2107461.1874 u s n•os'oe° w 40.33' I_ES, i~,2 AC j R~W (THOMPSON RD) DB 5926 PG 9 461.1874 L8 5 80'28'33° W 29.22'
ABD+ 704392.6609 2107465.6818 465.6818 L9 5 672759" W 12.25' I 'I , 5 ;A(? ; ~ N E:, I
A9D+ 704384.2887 2107518.4441 518.4441 l10 5 81'15'34" W 73.63' 527.x562 L11 s sr2s'3s° w 24.13' i~ F'ONi~IOi~ Ol= Trll~~ f~'r~t11~EF~TY DOES LIE IN THE FEMA
A10D+ 704360.0948 2107527.9562 r. 54s.aeaa u2 N 76.15'x7° w 31.3x' Di: SIGNA~i ED 100 YF r~f~ ~l-DUD PLAIN REFERENCE FEMA
NOT TO SCALE A11D+ 704347,5397 2107546.8888 VICINITY MAP ( ) A12D+ 704306.5646 2107556.7969 556.7969 L13 S 84'44'18' W 50.56' Pl-11uEL 3~~"I€33Ca~`i~-:5E (Z(7NE AE~ EFFECTIVE DATE 3~3~92
M 14 N 84'4754 W 39.79' III L Lis N 61'10'21" W 39.93'
Q L16 S 72'35'26" W 32.89'
Z v L17 S 67'28'25" W 44.31'
O i ~ L18 N 18'26'16" E 21.80'
NEUSE RIPARIAN DUFFERS ~S L19 N 73'32'07° E 36.99' L20 N 15'09'01" E 53.07'
Z ASURED 50' FROM TOP OF STREAP ~ ARE ME OF STREAK L21 N 15'09'01" E 18.79' L22 N 03'20'42" E 1D1.26'
' DANK DOTH SIDES L23 N 55'48'28' E 46.95'
L24 N 29'0, T40_~ E 60.04'
L25 N 25'10 01 E 39.42' L26 N D2'02'43" E 29.47'
W L27 N 12'15'45° W 35.60' N~F
~p ~w N /F Lea N 1o•2s'S1" E 42.os' I~~VIiJG TABIER L29 N 08'15'19" E 55.53' 6197 P+a~
~Q 2° CHARLES ]ABLER DB
=a 8 6301 PG 285 £ D TAB ID 0204762
/z ~ TAX ID 0204763
e CHANNEL IS APPROX. 15'
T CHANNEL IS APPROX. 8 ~ WIDE AT THIS POIN 'CP
WIDE AT THIS POINT S 89'36'14" E 1468.02' ~ s ~ ~ ~ ~
~ ~ CP ®Q NNW ~ NOTE: A ~ , r~]Rki" r' _ 1~_ ~ i - \ GRAVEL Lh17VE
.Y J a J NuMENT ~ THE AREA WEST OF THE MAIN STFEA~ Cf•IANIJE~ FRC~I Nccs r~ N ° / a ~ h LINE "A" HAS E~ FRC~I
RA D ; , ~ ~ zP N THE SOUTHERN PROPERTY LINE TO W NAD 63 COORDS N F ~ ~ r ~ m ~ ~ ~ v 4~ NOT BEEN EVALUATED FOR WETLANDS AND STREAMS 15, 1B AS Rcr ~ ~F~IvAiE DRIVk Z CPP CMP ~ - - - ~
N 705577.1321 ~ / ~ ° ~ ~ ~e ~ REAMS ~ rRAC ~ LINE NU ~ U I ~J
E 21D5336.2946 RAYFORD IVEY ~ ? ~ ~ _ / ~ ~ r 3 a ~ NAD 83 COORDS 4 sa cooRDS a ELI TRAiJSITION POINT N ~
DB 9583 PG 1896 ~ LINE A e `y 4` ~ N= 704472.5661\ VALUATION ~ g ge E= 2107466.D380 oaa72.6se1~ fx ~iB "1~13yt~ F'~ ,~~h~ 1074s6.D360 DWO JURISDICTION BEGINS ~ ~
TAX ID 0077407 ~ ' oo EI1 rl N 8]45'02" W 152.72' 0~ - ~o~ ~ ; - ~ ~ ~,y'h vp oG v v a1 TION BEGINS DB 5319 F'ru~ w CORPS JURISDIC f~t97©450 8, ~ to ~ TAX ID ~ 3
I ~ - Rc Z\ I PIN 1701J741451 ~
N ~ t ~ ~iJO EVALUATION ~ RIAN BUFFED i ~ DB 2736 PG 831 W ~ o LTRACT LINE z ' a Q
IN THIS AREA ~ E RIRA f L w ~ I NEUS ~ ~.y ~ ~ ~ SEEN ~ \ ~ L6 L5 LA ABD+ TAX ID 0109741 I M o
~ N A9D+ ABD+ PIN 1700748437 ~ 3 ~ o AsD+ ~ I iv0 IMPI~~OVI~.Mk.N~l`:~ `.KNOWN
~ a ~ i g L8 L? AM A7D+ ~ ~ ow N J
NOT TO SCALE ~ ~ ~ N M i I Q L10 L OF STRE A10 F o M ~ Jys ~ NtERUNE ABD+ ABD+ c, AtOD+ ' o Q. m $q a11D+ NO OTHER IMPROVEMENT,. SHOWN b
~ ~ 2 ~ ~ ~ ~ L16 L14 L73 ~ CE ~q i N ~F ~ o ~ L,~ ~ ~ >~~~~as A ~~9tiaS ~ Q A ~ 0~
z GERALD GILBERT = W o ~ r F W W FER ASD+ ~ 12D+ TRACT LINE
i 1145 x a ~ ` " -~p~RIAN BUF DB 8918 PG ~ ~ ~iSE R NON°JURISDICTIONAL TRACT UNE A4D+ 9D+
`o'• TAX ID 0050479 / DRAINAGE FEATURE A4D+ A3D+
~ OORDS L19 ~ A3D• NAD B3 C ~ N 89 2743" W N 89°2743" W <y N= 704260.7787 55.88' ~ 156.49' _ ~ CP N 89°26'37" W CP ~ ~ _ _ _ ® ~ a9.91'~~ ~ N 89°36'02" W 450.6U' CP
~ E= 2106807.3997 212.37 N 89°2743" W 200.00' CP 60.00' CP 66.88 CP N 89'28'; ~ N F . , . N 89 27 43 W IRON PIPE . ~ N 89'28'27" W 395.08'
CHRISTOPHER BAKER (coNTROL FOUND ~ ~ IRON PIP ~ (CONTROL) W ~ I
DB 6483 PG 501 FOUND ~ U ~n / NAD 83 COORDS 'l J ~ 7 '1 ~ 1 4 t i
AX ID 0050478 a I N= 704258.7649 ~ D'_ m ~ 11; T 4 E= 2107019.7803 ~ ~ i I
~ VATE OPEN SPACE PRI ~ o / BREEZEWAY SUBDIVISION B0~ X000 PG 185k
BREEZEWAY SUBDIVISION BOM 2000 PG 1858 z / 0 3~ 0 ~ ~
I~~ o~ ~ ~ I
i ;W x, ~ z ~ O
~ J c0
z°~
~ °
n
NOT TO ~ F O OR F
SCALE ~
3
a N
0 0 i~
0 NTY OU C
N NSA TOW S RY MA T. S NCGS MONUMENT WAS NSHI TOW 7
"MARTINE" NA OL
COOR ~ I H DS C NAD 83 I V N 702716.6326 A H
E 2106644.9206 STREAM EVALUATION AND N 100 O 100 200 300 4
WETLANDS WERE DELINEATED BY DELINEATIONS PLUS
6308 J. RICHARD DR. SUITE 104 RALEIGH NC 27613
PHONE [phone] J- ~
THIS MAP IS N®T PREPARED FOR REC®ROATION ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTI THIS CERTIFIES 'CHAT THIS COPY OF THIS PLAT OF THE JURISDICTION OF LEGEND
CTION 404 OF THE CLEAN WATER ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY I,ETHAN N. STAUFFER DU HEREBY CERTIFY THAT THIS PLAT WAS DRAWN SE ROPOSED ACTIVITY, AS N~+ ncnnRO Pu,~ f BE PRESENT ON THE 517E RcP R'E~REOeeeo cuNerEt~ PIPE
UNDER MY DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE PRESENT ON UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE BUSHED REGULATIONS, THIS Ica eoRRUCAno Pu~ync PIPE _ CMP CORAUGAIEU METAL PIPE
E BEST OF MY KNOWLEDGE AND BELIEF, BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATII SUPERVISION AND IS CORRECT TO TH ION AS CALCULATED IS 1:7500+, WITNESS MY HAND AND DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIV THE RATIO OF PRECIS OT TO EXCEED FIVE YEARS ~ APP ~RaN aiPE Eaun~o NEERS WETLAND DELINEATION MANUAL ~ ~P roMPUro PaIN~
24TH DAY OF JUNE 2005 FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND AND SEAL THIS ® CFdF GONCREiE MOPIUUEhIi FOUND PI-NF PARKER-KA~ON #JAIL FOUND _ _ PKNS PARKER-I(ALON IJAIL SET py~o pp ~~~OC~ATES ~~(y~/"14l1 !1~®
_ IPS IRDN PIN SET ~ T~ awivtR P'P P°"~R P°`~ S"~IRYEYORS, P.A.
NAME: CONTACT: e;w aicRr oP wav
TITLE; ACKCAP PROPERTIES, LLC s;r. sWuARE EEET BL AC ACAE 54~ % BENSON RD, SUITE 102 Pe Piar eoo~~
A ~ ~ T~ j',~ . ~ DATE: .v 9S~,e yA; GARNER NC 27529 Pc PACE
PP ~d A`'1. . ~ ~ ~ ~ AID: eau gook of ~~,A~s 315 Summers Walk Circle ~E a"EAR FEET , Garner, Norkh Carolina 27529 OPW 04EA HEAD POWtR
' SURVEYOR WIRE ~i iLJ PE LIWE ONLt
7 Boa srREE1 ADOSE~~ 91y_g6~1-8394 919-661-9909 Fax
L 3839 - - uNES Nor soRVt~to ncsurveyor®aoi.com
1 LICENSE NUMBER