20030849 Ver 1_COMPLETE FILE_20030707

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 26, 2003
Ms. Linda Patrie
Wake Counyt Zoning and Subdivision
P.O. Box 550
WCOB, Suite 101
Raleigh, NC 27602
And
Mr. Fred L. Stancil
Tarheel Developers, Inc.
466 Stancil Road
Angier, NC 27501
Dear Ms. Patrie and Mr. Stancil:
RE: Kendall.Hills subdivision, Phase II
Road crossing of Cat Tail Branch
Wake County
DWQ # 03-0840
DWQ staff have reviewed the information that you provided (dated October 27, 2003
from Lester Stancil and November 20, 2003 from Linda Patrie) in response to our October 14,
2003 letter. Based on this information and the other information in our file for this project, DWQ
staff have determined that the requested stream crossing of Cat Tail Branch is not approvable
under the Neuse River Buffer rules (15A NCAC 2B .0233) or the 401 Water Quality Certification
rules (15A NCAC 2H .0500) since there is a practical alternative to this crossing which would
result in avoidance of impact to the stream and its associated buffers.
The practical alternative would be to have the County require a connection from the stub-
end of Sarahwood Court to John Adams Road (SR 2047) when the adjacent Frances Fish tract
(REID 0022375) is developed. This connection would not require approval under the Neuse
River Buffer rules since neither the USGS topographic map nor the Wake County Soil Survey
show a stream in this location. Based on DWQ's experience with rapidly developing areas such
as this, we believe that this tract will be developed in the relatively near future. Once the tract is
developed and the road connection made, then the proposed stream crossing of Cat Tail Branch
will not be necessary. In addition, a possible connection of Honeymoon Court and Kristinwood
Court (although this would require a redesign of the subdivision). Such a connection would
improve interconnectivity within this development. Finally, the proposed stream crossing would
impact a large amount (over 200 linear feet) of perennial stream in a non-perpendicular manner.
If this decision is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this decision. This request must be in the
form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
oa
Customer Service
1-877-623-6748
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-
6714. If modifications are made to this approval, you have the right to an adjudicatory hearing on
the modifications upon written request within sixty (60) days following receipt of the decision.
Unless such demands are made, this decision shall be final and binding.
Please call me at 733-9646 if you have any questions. By copy of this letter, DWQ is
hereby informing the US Army Corps of Engineers of our decision. A question that the Corps
and Mr. Stancil may need to address is whether there are any jurisdictional wetlands on the
Kendall Hills property since our file does not clearly address this matter.
Sincerely yours.
?'al n Dorney
Cc: Steve Mitchell, DWQ Raleigh R Office
Andrea Wade, Raleigh Field Office US Army Corps of Engineers
Lester Stancil, Stancil and Associates, 98 E. Depot Street, P.O. Box 730, Angier, NC
27501
Central files
File copy
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
wbm
Customer Service
1-977-623-6748

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Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Fax To:
Company:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Contact Information: Phone #: [phone]
Fax #: [phone] G ( -
Cpl Fax #: ?Q
Number of pages including cover sheet: 3.
Notes or special instructions:
Date: d )-2 6 LO

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.uslncwetlands
I'?
w A T? Michael F. Easley, Governor
`O?O William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
C/j
1 n r Alan W. Klimek, P.E., Director
j Division of Water Quality
0 .? Coleen H. Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Fax To:
Company:
Number of pages including cover sheet: •-?
919-733-1786
919-733-6893
Fax #:
Date:
Ar*A
0
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpJ/h2o.enr.state.nc.us/ncwetlands
Contact Information: Phone #:
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Zoning, and Subdivision
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NON7/1 CAROLINA
Planning
Department
November 20, 2003
ZONING 919 856 6335
suarimSION 919 856 67,16
Zoning and Subdivision
P.O. Box 550 • WCOB Suite 101 • Raleigh, NC 27602
www.C o.wa ke. nc. u a!p I: rn n ; ng
North Carolina Division of Water Quality, Wetlands/401 Unit
1650 Mail Service Center
Raleigh, NO 27699-1650
Subject Property: Phase 2 Kendall Hills Subdivision, Old Stage Road (SR 1006)
Willow Springs, NO
DWQ Project No.03-0849
Wake County
Dear Mr. Dorney:
Thank you for your recent request for further information on the above project.
There are two issues on interconnectMty upon which you requested further
information.
In response to your request for information about "any presently known plans for
development of the adjacent Fish tract", our agency is not aware of any
immediate plans for development of that land. However, that does not mean that
there is not planning activity under way that we are not aware of prior to the
monthly submittal date. This is not an unusual situation, since a pre-submittal
conference is encouraged, but not mandatory. Additionally, there is a domino
effect whereby once one piece of property is developed, it increases
development pressures and the likelihood for adjacent properties to develop.
We must emphasize that for our purposes, as well as for all other local
government planning agencies operating in the State, that our only chance to
obtain road interconnectivity is during the subdivision approval process. If we do
not obtain the road stub-outs at this time, then we cannot obtain them ever (short
of a condemnation process with NCDOT, which is highly unlikely).
Our agency must balance a variety of objectivesr----sometime contradictory
objectives-when determining the need for stub-out roads and stream crossings.
Wake County is a leader in high protection standards for watershed buffers,
floodplains, and wetland areas. We recently completed an 18-month long
comprehensive watershed management planning process, and have already
begun implementing the recommendations of that report. We have increased our
buffer requirements on perennial streams and have prohibited new development
and fill within the entire floodplain (except for necessary utility and road
crossings).
However, we must balance our strong desire to protect the environment with the
need to provide road interconnections, and the resultant stream crossings, for a
variety of reasons. The intent of these road interconnections is to provide each
parcel in the general area with the safe, convenient, and efficient means of
access that will ensure the orderly development of the parcel and the area, to
ensure the effective and efficient provision of emergency and other public
services, to help to avoid degradation of existing roads and highways by better
traffic dispersal, and to provide a wholesome community environment, The
desired road interconnected network further protects the public safety and
general welfare by decreasing traffic congestion, which reduces accidents and
the amount of air pollution generated by idling cars.
The other issue that you requested information about was related to the safety
argument for this road connection. The length of dead end cul de sacs is an
issue if stream crossings cannot be made. The primary reason for limiting the
length of cul de sacs is related to public safety concerns. A cul de sac road is by
definition a dead end road, and as such poses serious public safety concerns. if
this single access point becomes blocked due to flooding, road failure, fallen
trees or storm debris blocking it, etc... then everyone on that dead end road
becomes trapped. This public safety concern is the primary reason for requiring
interconnected through roads instead of cul de sacs.
I cannot recall ever having seen a zoning and/or subdivision ordinance that did
not include some set limit to the length of a cul de sac. I have seen limits as low
as 600 linear feet, and have heard of lengths as high as 1,500 linear feet. The
length varies from jurisdiction to jurisdiction due to generalized topography, local
fire fighting capabilities and, to some degree, the safety consciousness of the
local fire department, planners and elected officials. Wake County is now
requiring a traffic impact analysis (TIA) study on larger new developments, and is
in the process of developing a Collector Road Plan as part of our increasing
standards related to the development of a safe and efficient transportation
system.
Wake County's 900 linear foot standard is fairly typical for a county setting.
Additionally, we have incorporated an administrative variance option that would
allow for cul de sac lengths to be extended up to 35 % (i.e.-1,215 linear feet in
specific unusual situations if the developer passes a series of variance tests that
are based upon allowances in the North Carolina General Statutes.
Thank you for your attention to this important matter. If you have any questions
please call me at 919-856-6219.
Sincerely,
Lynn Patrie,
Zoning and
Wake County

Planner
Subdivision Administration
Planning Department

HAND DELIVERED
BY TLS
TO
Attn:- John Dorney Revision
STANCIL & ASSOCIATES,
Professional Land Surveyor, P. A.
98 E. Depot Street, P. O. Box 730
Angier, N. C. 27501
Telephone [phone] - FAX [phone]
N.C.Div. of Water Quality JOB: Meadow
401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, N.C. 27604-2260
,Cattail Branch crossing
DATE: October 27, 2003
Dear Mr. Dorney
I am forwarding to you today the following:
X
Prints
Check
Other
REMARKS:
In response to your letter dater-October 14, 2003, I am submitting a proposed
plan for crossing Cattail Branch connecting Kendall Hills-Ph. 2 and Meadow
Stream Hills Subdivisions. This stream is perennial.
STANCH. & ASSOCIATES, P.L.S., P.A.
By Lester
WETLANDs/401 GROUP
OCT 2 7 2003
3 0 8 4 91
.D aa? 6?.
Stream Hills DWQ 03-0849
WATER QUALITY SECTION
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October 14, 2003
Ms. Linda Patrie
Wake County Zoning and Subdivision
Post Office Box 550
WCOB, Suite 101
Raleigh, NC 27602
And
Fred L. Stancil
Tarheel Developers, Inc.
466 Stancil Road
Angier, NC 27501
Dear Ms. Patrie & Mr. Stancil:
Re: Kendall Hills Subdivision, Phase II
Wake County
DWQ# 03-0849
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Thank you for the letter of October 1, 2003 commenting on our proposed disapproval of a stream
crossing/road connection between Kendall Hills, Phase II and Meadow Stream Hills Subdivisions on
Old State Road (SR 1006) in Willow Springs. After reviewing all of the responses in our files, we have
these additional questions that we will need to be answered before we can make a final decision.
Site Plan Questions:
1. We request that the developer and his consultants clarify the exact location of the proposed
road crossing and the total amount of stream and buffer impact including piping, all fill
slopes, energy dissipation devices and any dried-up channel segments.
2. Also, please inform us whether this stream is perennial or intermittent using the current
DWQ field protocol to make this determination.
Questions Regarding Interconnectivity:
Are there any presently known plans for development of the adjacent Fish tract? Please
inform us of any zoning proposals, meetings with Wake County staff, preliminary
subdivision approvals or any similar activities for this tract.
A' WA
OEM.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Ms. Patrie
Page 2
October 14, 2003
2. Please provide a more specific reason for the safety argument for this road connection. For
instance are there any numerical standards relating to safety such as length of cul-de-sac's
based on length of fire hoses?
I can be reached at 919-733-9646 if you have any questions. Please respond in writing by
October 31, 2003 so we can then make a timely decision on this project. If we do not hear from you
by that date, we will make our decision based on the information presently available.
Sincerely,
Sup isor
;rt' atic Unit
JRD/bs
cc: Lester Stancil, Stancil and Associates, Post Office Box 730, Angier, NC 27501
File Copy
Central Files
DWQ Raleigh Regional Office
S:Uohn Domey\DWQ# 03-0849.doc
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Fax
Zoning: 919-856-6335
Fax: [phone]
Zoning. and Subdivision
P.O. Box 550 * WCOB Suite 101 * Raleigh,NC 27602
www_wak:eg?ov. com
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?11 P lanning
Department
ZONING 919 B56 6335
SUMMON 919 956 6216
Zoning and Subdivision
FO. Box 550 • WC08 Suite 109 • Raleigh, NC 27602
www, co.wake.ric. us/planning
October 1, 2003
North Carolina Division of Water Quality, Wetlands1401 Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject Property: Phase 2 Kendall Hills Subdivision, Old Stage Road (SR 1006) Willow
Springs, NC
DWQ Project No.03-0849
Wake County
To Whom It May Concern:
On September 17, 2003, the Wake County Planning Department received a faxed copy
of a letter that informed Tar Heel Developers that an application for Project Number 03-
0849 was incomplete. This letter further requested that the applicant provide further
information on why this project could not be accomplished by avoiding the proposed
road crossing. In the past week, the Wake County Planning Department has been
advised that we need to respond to this letter to justify this crossing.
We would like to clarify that the road crossing was a serious request as a part of Wake
County's approval of the developer's subdivision. It was our intention that they would
make every effort to obtain approval from your agency for this crossing. The burden of
obtaining the approval from your agency is the developer's responsibility, not Wake
County's. It is our understanding that the submittals that they made to your agency
included notes that they were requesting denial of the crossing request. This is not an
acceptable situation, and they must make every effort to obtain this permit from your
agency. They must provide your agency with any and all information that you need in
making your determination.
The Planning Department is charged with balancing the need for road interconnectivity
for the purposes of emergency access and efficient transportation systems with the need
protect the environment: As you may know Wake County recently completed an 18-
month study and development of a countywide Watershed Management Plan. We also
have some of the strictest buffer requirements in the area. Wake County is serious
about protecting our water resources, but we also have to provide for road
interconnectivity in new developments via the requirement of stub-out roads that will
interconnect with future developments.
The preliminary subdivision plans for Kendall Hills Phase 2 and Meadow Stream Hills
were submitted to Wake County Planning Staff at the same time earlier this year. Both
of these proposals are proposed to be split from the same original parcel and developed
by Tar Heel Developers. At the time of submission, this office discussed whether this
should have been submitted as one development but determined that it could be
accepted it as two projects.
The existing Kendall Hills Subdivision Phase 1 was recorded in 2000 and has 45 lots
with only one access point onto Old Stage Road, a major thoroughfare. The proposed
Kendall Hills Phase 2 will have an additional 34 lots and this will also have only that
same access point unless a crossing is allowed between Kendall Hills Phase 2 and
Meadow Stream Hills. If no crossing is allowed, this will mean that 79 dwellings will
have only one access point and this will cause problems for everyday traffic during peak
hours getting onto Old Stage Road and for access of emergency vehicles. Access of
emergency vehicles is most effective in rural areas when a group of pumper-trucks can
provide a relay of water to the fire. This is usually achieved by means of a system of
temporary one-way roads to expedite matters and to save lives and property.
If other development takes place to the north of Kendall Hills Phase 1, there may be
additional lots that share this same access point until development extends north to
North Carolina 42 Highway. The same is true of further development to the south of
Kendall Hills Phase 2, in that the land that is owned by Frances Fish may at some time
in the future interconnect with these roads. But we need to obtain the road stub-outs in
a piecemeal fashion as individual tracts are developed. If we do not obtain these road
stub-outs at the time that each tract is developed, it will prevent us from creating the
interconnected road system that is necessary.
If the proposed crossing between Kendall Hills Phase 2 and Meadow Stream Hills is
approved this will provide another means of access for emergency vehicles and provide
relief for the traffic problems that are likely to occur at the comer of Old Stage Road and
Kendall Hill Road at peak traffic times. This one crossing of the riparian buffer, will
provide three points of access from these two subdivisions to Old Stage Road as the
proposed Meadow Stream Hills has two proposed points of access. It will also allow
residents in these neighborhoods to interact without having to travel on Old Stage Road
or cross the riparian buffer and either of these may be hazardous at times. This crossing
will relieve the potential traffic problems and provide for more adequate access for public
safety.
There is a definite need for this connection between Kendall Hills and Meadow Stream
Hills Subdivisions and we feel that it will allow for adequate public services and safer
roads and highways. We encourage you to approve the crossing of Cattail Branch to
provide for a road connection between Kendall Hills Subdivision and Meadow Stream
Hills Subdivision.
Thank you for your attention to this important matter. If you have any questions please
call me at 919-856-6219.
Sincerely,
Lynn Patrie, Planner II
Wake County Planning Department

C
xc: Lester Stancil
Keith A. Lankford, Wake County Planning Department
For your information the following are the Sections of the Wake County
Subdivision Ordinance dealing with the roads and the interconnection of these:
SECTION 3-1-3 ADOPTION, PURPOSE, INTERPRETATION
This ordinance is adopted under the authority of Chapter 158A, Article 18, Part 2
of the General Statutes of North Carolina. In their interpretation and application,
the provisions of these regulations shall be held to be the minimum requirements
adopted for the protection of the public health, safety and welfare. To protect the
public among other purposes, such provisions are intended to provide for
permanently wholesome community environment, adequate public services and
safe roads and highways.
Section 3-4-8(D) [GENERAL. ROAD STANDARDS] states:
Any road, whether public or private, shall meet the following standards:
(1) [Road Layout] The proposed road layout within a subdivision shall be
coordinated with the existing and proposed road network within the surrounding
area (as established on adopted thoroughfare plans and the road layout within
existing and approved subdivisions in the general area), including the extension
and interconnection of roads between adjacent properties where appropriate to
the development of a local road network. A network of extended and
interconnected local roads is intended to provide each parcel in the general area
the safe, convenient, and efficient means of access that will ensure the orderly
development of the parcel and the area, provide a wholesome community
environment, ensure the effective and efficient provision of emergency and other
public services, and help to avoid degradation of existing roads and highways.
(2) [Required Road Extensions to Adjoining Property]
A proposed road shall be extended to an adjacent property, or a connecting road
shall be provided to the adjacent property, wherever such extension or
connection is deemed desirable to the development of a local road network
serving the general area.
(a) If it is determined that the required road extension or connection
should serve as part of a through road within a local road network, or
as part of a non-through road that would provide access to an area
with a development potential of more than twelve (12) dwelling units, it
shall be:
1. designed and constructed as a public road to the adjacent property;
and
2. located so as to best ensure the safe, convenient, and efficient
movement of traffic within a local road network as well as the
orderly development of adjacent properties.
(b) If the road to be extended or connected to an adjacent property cannot
serve as part of a through road within a local road network because
physiographical characteristics (for example, railroads, freeways, parks
or existing development) make it impractical to extend the road beyond
the adjacent property, and it would provide access to an area with a
development potential of twelve (12) dwelling units or less, the
subdivider shall grant an easement for the road to the benefit of the
adjacent property. The easement shall:
1. give the current and future owner(s) of the adjacent property the
right to construct the road as either a public of private road and to
dedicate the easement as a public road right-of-way if the road is
constructed as a public road; and
2. have a right-of-way width , and include adjacent construction
easements, necessary to allow the construction of a public road
meeting the standards of the subdivision ordinance.
[Note: The Board of Commissioners adopted the following guidelines for applying road extension
requirements on 3/20/89 (R-89-6):
Board of Commissioners' Guidelines for Requiring "Stub Roads" to Adjoining Properties
(1) Stub roads to adjacent properties shall be required in order to allow for orderly development of the
road network. Therefore:
(a) The orderly development of the road network necessitates that at least two means of
access will be provided to the subdivision and to all lots within the subdivision except
where properties are accessed by a cul-de-sac conforming with Section 34-8(D)(9)(a) of
the Subdivision Ordinance.
(b) All adjacent properties must be considered when determining appropriate locations for
stub roads. No more than one stub road shall be required for the sole purpose of good
traffic flow.
(2) Stub roads to adjacent properties shall be required except when the Planning Board or Subdivision
Administrator, as appropriate, determines that:
(a) Physical banners or environmentally sensitive area should not be crossed (for example,
railroads, watercourses, steep topography, or food areas).
(b) The stub road would connect properties where the zoning or land uses are incompatible,
and the connection would create traffic detrimental to residential land uses.
(c) There is a large discrepancy in the size of the adjacent parcel (A smaller parcel being
subdivided may not have to provide a stub to a much larger parcel, if other, more
desirable, interconnections are available to the large parcel.).
(d) The stub road would eventually provide a direct connection between thoroughfares which
would encourage through trafl<c at levels inappropriate for the type of road provided (For
instance, it might be appropriate to provide such a connection with a collector road rather
than with a local access road.).
(e) The stub road would connect to property for which development rights have been sold for
a public purpose and access to the property is not desirable for orderly development of the
road network.
(3) Stub roads should be designed, constructed, and maintained according to applicable standards of
the North Carolina Department of Transportation for the following reasons:
(a) To circumvent dispute regarding responsibility for maintenance and who has the right to
use the road.
(b) To allow neighboring subdivisions to build adjoining public roads.
(c) To avoid legal Issues of requiring a dedicated strip to be paved at a later date than
subdivision approval.
(c) The existence of a road, which may be extended, is known to buyers and subsequent
owners of neighboring properties.]
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OCT ! ? lUt l.i ZONING 919 856 6335
,(Ap. '? • ) tt * SUBDIVISION 919 856 6216
7a7 Planning Zoning and Subdivision
Department P.O. Box 550 • WCOB Suite 101 • Raleigh, NC 27602
www.CoMake
.nc.us/planning
October 1, 2003
North Carolina Division of Water Quality, Wetlands/401 Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject Property: Phase 2 Kendall Hills Subdivision, Old Stage Road (SR 1006) Willow
Springs, NC
DWQ Project No.03-0849
Wake County
To Whom It May Concern:
On September 17, 2003, the Wake County Planning Department received a faxed copy
of a letter that informed Tar Heel Developers that an application for Project Number 03-
0849 was incomplete. This letter further requested that the applicant provide further
information on why this project could not be accomplished by avoiding the proposed
road crossing. In the past week the Wake County Planning Department has been
advised that we need to respond to this letter to justify this crossing.
We would like to clarify that the road crossing was a serious request as a part of Wake
County's approval of the developer's subdivision. It was our intention that they would
make every effort to obtain approval from your agency for this crossing. The burden of
obtaining the approval from your agency is the developer's responsibility, not Wake
County's. It is our understanding that the submittals that they made to your agency
included notes that they were requesting denial of the crossing request. This is not an
acceptable situation, and they must make every effort to obtain this permit from your
agency. They must provide your agency with any and all information that you need in
making your determination.
The Planning Department is charged with balancing the need for road interconnectivity
for the purposes of emergency access and efficient transportation systems with the need
protect the environment: As you may know Wake County recently completed an 18-
month study and development of a countywide Watershed Management Plan. We also
have some of the strictest buffer requirements in the area. Wake County is serious
about protecting our water resources, but we also have to provide for road
interconnectivity in new developments via the requirement of stub-out roads that will
interconnect with future developments.
The preliminary subdivision plans for Kendall Hills Phase 2 and Meadow Stream Hills
were submitted to Wake County Planning Staff at the same time earlier this year. Both
of these proposals are proposed to be split from the same original parcel and developed
by Tar Heel Developers. At the time of submission, this office discussed whether this
should have been submitted as one development but determined that it could be
accepted it as two projects.
The existing Kendall Hills Subdivision Phase 1 was recorded in 2000 and has 45 lots
with only one access point onto Old Stage Road, a major thoroughfare. The proposed
Kendall Hills Phase 2 will have an additional 34 lots and this will also have only that
same access point unless a crossing is allowed between Kendall Hills Phase 2 and
Meadow Stream Hills. If no crossing is allowed, this will mean that 79 dwellings will
have only one access point and this will cause problems for everyday traffic during peak
hours getting onto Old Stage Road and for access of emergency vehicles. Access of
emergency vehicles is most effective in rural areas when a group of pumper-trucks can
provide a relay of water to the fire. This is usually achieved by means of a system of
temporary one-way roads to expedite matters and to save lives and property.
If other development takes place to the north of Kendall Hills Phase 1, there may be
additional lots that share this same access point until development extends north to
North Carolina 42 Highway. The same is true of further development to the south of
Kendall Hills Phase 2, in that the land that is owned by Frances Fish may at some time
in the future interconnect with these roads. But we need to obtain the road stub-outs in
a piecemeal fashion as individual tracts are developed. If we do not obtain these road
stub-outs at the time that each tract is developed, it will prevent us from creating the
interconnected road system that is necessary.
If the proposed crossing between Kendall Hills Phase 2 and Meadow Stream Hills is
approved this will provide another means of access for emergency vehicles and provide
relief for the traffic problems that are likely to occur at the corner of Old Stage Road and
Kendall Hill Road at peak traffic times. This one crossing of the riparian buffer, will
provide three points of access from these two subdivisions to Old Stage Road as the
proposed Meadow Stream Hills has two proposed points of access. It will also allow
residents in these neighborhoods to interact without having to travel on Old Stage Road
or cross the riparian buffer and either of these may be hazardous at times. This crossing
will relieve the potential traffic problems and provide for more adequate access for public
safety.
There is a definite need for this connection between Kendall Hills and Meadow Stream
Hills Subdivisions and we feel that it will allow for adequate public services and safer
roads and highways. We encourage you to approve the crossing of Cattail Branch to
provide for a road connection between Kendall Hills Subdivision and Meadow Stream
Hills Subdivision.
Thank you for your attention to this important matter. If you have any questions please
call me at 919-856-6219.
Sincerely,
Lynn Patrie, Planner II
Wake County Planning Department
xc: Lester Stancil
Keith A. Lankford, Wake County Planning Department
For your information the following are the Sections of the Wake County
Subdivision Ordinance dealing with the roads and the interconnection of these:
SECTION 3-1-3 ADOPTION, PURPOSE, INTERPRETATION
This ordinance is adopted under the authority of Chapter 153A, Article 18, Part 2
of the General Statutes of North Carolina. In their interpretation and application,
the provisions of these regulations shall be held to be the minimum requirements
adopted for the protection of the public health, safety and welfare. To protect the
public among other purposes, such provisions are intended to provide for
permanently wholesome community environment, adequate public services and
safe roads and highways.
Section 3-4-8(D) [GENERAL ROAD STANDARDS] states:
Any road, whether public or private, shall meet the following standards:
(1) [Road Layout] The proposed road layout within a subdivision shall be
coordinated with the existing and proposed road network within the surrounding
area (as established on adopted thoroughfare plans and the road layout within
existing and approved subdivisions in the general area), including the extension
and interconnection of roads between adjacent properties where appropriate to
the development of a local road network. A network of extended and
interconnected local roads is intended to provide each parcel in the general area
the safe, convenient, and efficient means of access that will ensure the orderly
development of the parcel and the area, provide a wholesome community
environment, ensure the effective and efficient provision of emergency and other
public services, and help to avoid degradation of existing roads and highways.
(2) [Required Road Extensions to Adjoining Property]
A proposed road shall be extended to an adjacent property, or a connecting road
shall be provided to the adjacent property, wherever such extension or
connection is deemed desirable to the development of a local road network
serving the general area.
(a) If it is determined that the required road extension or connection
should serve as part of a through road within a local road network, or
as part of a non-through road that would provide access to an area
with a development potential of more than twelve (12) dwelling units, it
shall be:
1. designed and constructed as a public road to the adjacent property;
and
2. located so as to best ensure the safe, convenient, and efficient
movement of traffic within a local road network as well as the
orderly development of adjacent properties.
(b) If the road to be extended or connected to an adjacent property cannot
serve as part of a through road within a local road network because
physiographical characteristics (for example, railroads, freeways, parks
or existing development) make it impractical to extend the road beyond
the adjacent property, and it would provide access to an area with a
development potential of twelve (12) dwelling units or less, the
subdivider shall grant an easement for the road to the benefit of the
adjacent property. The easement shall:
1. give the current and future owner(s) of the adjacent property the
right to construct the road as either a public of private road and to
dedicate the easement as a public road right-of-way if the road is
constructed as a public road; and
2. have a right-of-way width , and include adjacent construction
easements, necessary to allow the construction of a public road
meeting the standards of the subdivision ordinance.
(Note: The Board of Commissioners adopted the following guidelines for applying road extension
requirements on 3120189 (R-89-6):
Board of Commissioners' Guidelines for Requiring "Stub Roads" to Adjoining Properties
(1) Stub roads to adjacent properties shall be required in order to allow for orderly development of the
road network. Therefore:
(a) The orderly development of the road network necessitates that at least two means of
access will be provided to the subdivision and to all lots within the subdivision except
where properties are accessed by a cul-de-sac conforming with Section 3-4-8(D)(9)(a) of
the Subdivision Ordinance.
(b) All adjacent properties must be considered when determining appropriate locations for
stub roads. No more than one stub road shall be required for the sole purpose of good
traffic flow.
(2) Stub roads to adjacent properties shall be required except when the Planning Board or Subdivision
Administrator, as appropriate, determines that:
(a) Physical barriers or environmentally sensitive area should not be crossed (for example,
railroads, watercourses, steep topography, or flood areas).
(b) The stub road would connect properties where the zoning or land uses are incompatible,
and the connection would create traffic detrimental to residential land uses.
(c) There is a large discrepancy in the size of the adjacent parcel (A smaller parcel being
subdivided may not have to provide a stub to a much larger parcel, if other, more
desirable, interconnections are available to the large parcel.).
(d) The stub road would eventually provide a direct connection between thoroughfares which
would encourage through traffic at levels inappropriate for the type of road provided (For
instance, it might be appropriate to provide such a connection with a collector road rather
than with a local access road.).
(e) The stub road would connect to property for which development rights have been sold for
a public purpose and access to the property is not desirable for orderly development of the
road network.
(3) Stub roads should be designed, constructed, and maintained according to applicable standards of
the North Carolina Department of Transportation for the following reasons:
(a) To circumvent dispute regarding responsibility for maintenance and who has the right to
use the road.
(b) To allow neighboring subdivisions to build adjoining public roads.
(c) To avoid legal issues of requiring a dedicated strip to be paved at a later date than
subdivision approval.
(c) The existence of a road, which may be extended, is known to buyers and subsequent
owners of neighboring properties.]
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CLUSTER to new lion b,/•SOV Solon usL
"KENDALL HILLS SUBDIVISION" (P/??Se DUD CE,
NOW 058, PAGE JJO
SHEET ONE OF THREE BOOK OFP31070, PACE 334
Boox OF MAPS 2000, PACE bib
STANCIL & ASSOCIATES,
Registered Land Surveyor, P.A.
08 East Depot Street. P. 0. Bo: 730, Amelar, N.C. 87601
TOIINSVV- PANTHER BRANCH COMM. IAEE
X00 STATE: NORTH CAROLINA
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Cluster Data Table
45 Lots Total
45.862 Ac. Total Ana
6.421 Ac. Permanent open Space
CL US TER
1 BEPEBENCJs
lPgfS? DEED BOOK 4856, PAGE 110
"KENDALL HILLS SUBDIVISION'
SHEET THREE OF THREE BOOK OF MAPS 1076, PAGE 326
BOOK OF MAPS PS 2000, PAGE 61 B
M.n, n u.r0x. tw .
r..,.Nd r ft-.Wd.1,191011. 151141« Bevlslons. Surre,T ran
». , run m.. tdea a«a. anm..N Fred L: Staneil
4116 8taaoLl Rd, Angler, N.C. 87601, Ph. 818-es8-8079
TORN=P: PLEASANT GROVE COUNTY WAA8
STAYS: NORM CAROLINA
daps 2000, Page Lj L D CN~trt'Rna?itt &.1.. zon.• R-90 PARCAZ NU1(WJ 0696.01-26-5008
STANCIL & ASSOCIATES,
Registered Land Surveyor, P.A.
0 Eawt Depot Street, P. 0. Box 790, Angler, N.Q 8i
DATE. 06-06-8000 SURYSM BYt J.A.C. P1ad, auvA
SEE FILE
SCAM- I - = 100' DRAWN BY, R.T.P. p, AiNG PILE N0.
Cmr=D & CLOSURE aY: ?ov L-8'-PD-19871
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A to• r Total Arse JA Erect s 46.468 Acres
I'd- a.&- ekes be meted x b, Total Number of Lob = 94
Xkem +eP of Daat Jr no wot .a'br% largest Lot Stz a 1.869 Acre
of Am Aor. t +aW W 2- Smmrmea
me eaeetar>a1. ?°'° { alleat lot Size = 0.690 Acre
` Averags Lot Sise = 0.792 Acre
Regained Open Apace = 4.518 Agra
Parmanamt open spa" pies *Yom Prnrlded Opea Space = 14.486 Acres
p??e ?w ? tae tad jb-.bm l Approztmatejr 3648 Moser beet of Street
ar xemrat 8eme frets aa0, peobeaea s.e.u..e a Streeb arse to be built to NC DOT Standards
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++11emb er empty«e and sir so.etir Meer lab Jeer mE fr1r+ o •(? Drainage sassmanb aabJ.et to change upon
tawaa a m.a.taaty r.?kmw.e or a..mwq ea..a„ a+r sae er stew trw ap wf Boil and sroeton pLn.
rbese4^ s.mw otes, n teat u opar shag conform to /ate County Sot?
oA1D or p1r to ass tae Wm Lolaaea t. 1?a !De e.+'a0' au1. and Zmaim end Flood nesard regrrlatiaas.
tUnum t t Dcvdoper shalt erUast alt lots that border Wake
ComtyFlood Hazard Soils to match held location
br a NC Ltscenrad SoB SdentleL Lots shaB emtain
Preliminary Cluster Subdivision no attameant atoo>mt hood harard sots on tifaai plat
hater lines shag is better dot&a on the ootrstruction pl4ns,
wall site bas been approved by DWQ.( Allan Hardy)
Kendall Hills Subdivision-Phase / The on if" sits limited to ",by pervious area, ante"
?- ? stormwater taaaagsment Js provided the im oas
Panther Branch Township Wake County a?a ?n ? increases to a matfmam of
Scale: I" = 100' Date: 01-G
PIN: 0696.03-24-4276 Zoned:: Impervious Satiate Calculations
?Y
o ta0 POp \ 45.468 Acres Total In Traverse
14,99
eatrtocsavs ?_ r X
6.814 doss Allowable &Apcrviotta Area
PJEIPARW Br 4660 sq. ft per Lot r 34 Lots = 4.417 Acres lots 4P-82
„0.11 ANCIL & ASS©CIA7 + 10,00 dg f1 per Well let also acre
6: 04 •? Qtr'. • • + 10,D00 Sq. tL Permanent open Space 0230 Aare
a PROPESS70NAL LAND 57lRVBYOli; P` + 34.s5t ea_ 1r rot It-ee . L936 re'
?u , ePot StrteL; P.O. Bar 730, AmWx, h 2 7P1 sq. tY by design = &813 Acres = 14.99x
? i• o (P19) 639-2133 [phone] (F.
Owner \
rto% /Developer
qt Reference
Reriaed OZ-91-03 Tar Seel DeTrelopera? \ \ '+ Deed Saa Napsr 31626, P.ge 1781
Book
486 Stanch Road Angier, NC 27501 Others \ ? P he ? Shown a 2123
As Shona
LWPB-13971Cover P9Z.dirg
17
In
\Zoa R-30
PxesAt Ua • Reslaaau?l ' •. \
1
1•I
Riparian Buffer Dated
,Y.9 III %.a.
IMMM: Pre3iminary Cluster Subdivision
MP?1P.°?°'d Meadow Stream Hills
RWFKIIW w Eta"
M aoa ar.e. ?c Panther Branch Township Xake County, NC
jW ame,aspfnQi ?t Scale. .1" = .100' Date: 01-06-03
PP ?`"Oed PM. 0696.03-24-4276- Zoned. R-30 Cluster
On o.srae.d Beare ua s
Cr P.It o 100 mo
N-4-=- `V .vrm0 scar
Par P- a m Uffir P WAM Br
` Mtn" V4
TANCIL & ASSOCIATES
.es'?..`J PROJPBS570NAL LAND SVRVZY0lt• P.A.
a 9 of Street, P.a Box 730, Angler, N.C. 27501
tr - [phone] [phone] (FLY)
L V?
Owner/Developer
°o°?etes .o ,
Tar Heel Developers
Revised 02-21-03 466 Stencil Road Angier, NC 27501 918-638-.2073
\2
v
NOTE: \ f
>r? taperr e.at 1< m .
aer.a. t.b.a M n•e® eea.7eimb --.-. ??
276+

SYte Data
Total Arne fa Tract " 32.52E Acres
Total Nlm,bar of Lots = 30
Larsest Lot SYzs = I.08$ Aare
hSnaLset Lot Stye = 0.514 Acre
Lveraae Jot Slse = 0.710 acre
Required Open space = .1.252 Acres
Provided Open Spa** = 10.857 Acres
??. 0.657Im •?9'0<
NlValt
WWI Ac.

Arm
zoned: R-30 Sp, -
Prewat tlx: Agriculture
"ancer S 1Ssh ?4'N•
8.ok of A4a. 1e04 Are rrrl
Lot
Ae-
??- Perna . ' ?
Pond
gkNOTB• .Press t Uss: e ? Ame
m"e .o.a M M fumy w Q. -U.. or \ J & Adam ??\ / ?.
t+.a.aeat rr.etw A. W -r... -t nb Y b ltied171?
flee! ru.rd 9aW w lYdaW m ft,-W
4eap OnW 1001..r a.ed --m . nest
.r.U. A.y<.nd err F.A. ca.o- e+/ lss,. \\ , \ ]fill lIIancL
psw.. 1-eaRA'all \\ ` • Prepartj /? !/? ""'? \ \tYi{\
err .e.eav . boadms l...a ter w s"r<d \ .?`-'ned: R-9II ? ?/ 1 ``?,
Wd, b -.(Abbe) W baa0.. w a"d A rpm \- \ ?anL ?aaltOl e . ' / y ?? `
. lied R-" A.- - Aaoft a.w W. C.-V \ \
i.aa.nral ear"... 1a. MM.r, rr0o« . \V\ / \`
? ! ? .<. a..f \ `` \ \\ rim J?r-? \ f
le..Una 1-,-+t(41/e.U 1a?•• ?1tTr
Permanent Open apace Uaea \` ` \? ?•-- j / sde 1 \
Permeaeot Op- Sp.e. L le..rred let -U. -4 P-J.Um 4
of R.fmal B.r.N.lt.ee .a4
ProrlNoa of soUro ender P••stro eatdow roo»rUoa opporlmlUw ?? ?ae?„ _ ?•• A J FLOOD A.-
eatdde K sII -. (.44 4 -ww" DmUer., wm l Do.ar .r W .O.o .n Nb llN, \
o.ae.es. aTATd '
UOa arw (w[ D.,iatldy pyraromd'6 R bmlr "=94 V .n r?<w .duo. rr l?or< sae l.?r
, ee,ldar b+DC . \ f s.. tea; la..e r o.. r
a tmao/gr peeYC M.betb.D oeurtt bP-Wk am
plink. )sans 1br tn. 4--a tgf err lar tn. ~ ..4 l i \ \ sa Yzat '- Its 371a a C OW S
rwNmA er . sler<+ .era m.a awxom ml. dew nu m ln,on a. rapt ,
pnraM. a msobna/p n0ahmmt or most.q .b.AO. for v. et 7t?kNote ,
remwU.m awUtw..oon.u?tslm .nd or t.mA Nun, w lour a \? ?\ b Plaisbea floor elevatlori shall be I feet above
,
cluu py?. aub I dy x 'm'4 fi 'b' - the top of g. bank of Cattail Brcb.
LIII
x?
?B
lut
,va0 A.
.tn
aL ?
A
/ a6.
All -
I.II a. ?? .tl
!o as \
saran.
mce
Boot 24, P f781
of diaps 2002, Page 2l
r A. Saowa ?
VICINITY MAP
r i
TARHEEL DEVELOPERS, INC.
466 Stancil Rd., Angier, N. C. 27501 ,
919-639-2073 - 919-639-8841
September 22, 2003
SF r I?t?rr
71/M
N.C. Division of Water Quality
Wetlands/401 Unit
1650 Mail Service Center
Raleigh, N. C. 27699-1650
Attention John Dorney
Re: Kendall Hills-Phase 2
Cattail Branch street crossing
DW #03-0849-
Dear Mr. Dorney:
In reference to your letter dated September 13, 2003, referring to our
Resubmittal on July 24, 2003, in which you request additional information as to why
The street crossing could not be accomplished in a manner which would avoid or result in
less adverse impact to surface waters or wetlands of Cattail Branch.
I respectfully submit that in NOT building this street across Cattail Branch, the
impact on the surface waters and wetlands is None. The adjoining Meadow Stream Hills
Subdivision has two entrances serving 30 lots which would be only 15 lots served by each
entrance. Fire and rescue would have two entrances into that subdivision.
Sarahwood Drive in Kendall Hills Subdivision-Ph. 2 is connected back to the Old
Stage Rd. by Kendall Hills Road which is stubbed to the northern adjoining property for
future development. Sarahwood Drive is stubbed to the eastern property line, adjoining
the Frances S. Fish property. Trevorwood Drive in Kendall Hills-Phase 1 is also stubbed
to the northern property line, adjoining the Frances S. Fish property. The Fish property
has direct access to John Adams Road, which connects to the Old Stage Road on the
south and N.C. 42 on the north. Therefore, this interconnectivity meets Wake County's
intention without the street crossing they are requiring across Cattail Branch from Kendall
Hills-Phase 2 into Meadow Stream Hills Subdivision.

Page 2
In conclusion, your denial of this permit would minimize the impact of the waters of
Cattail Branch. Your expedient response to this request will be greatly appreciated. If
there is any additional information to assist you in this matter, please call me or Lester
Stancil.
yo ,
Pd.
veloper
FS
:ns
cc: Lester Stancil & Associates
W ATF Michael F. Easley, Governor
OF
R
C? p William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
_ r
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 13, 2003
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Tar Heel Developers
466 Stancil Road
Angier, NC 27501
DWQ Project No. 03-0849
Wake County
Page 1 of 2
Subject Property: Phase 2, Kendall Hills SID, Old Stage Road (SR 1006), Willow Springs, NC
UT ("Cattail Branch") to Black Creek (03-04-04, 27-45-(2), C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
To Whom It May Concern:
On July 25, 2003, the Division of Water Quality (DWQ) received your application dated June 11, 2003 to impact 0.34
acres of wetlands, 100 feet of stream and 9,804 square feet (ft) of protected riparian buffers to construct a road at the
subject property. 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
wetland, streams and/or buffers 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 2B
.0233(8) 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:
• Impact Justification (Avoidance and Minimization)
A note was attached to your June 11, 2003 application stating "Request for denial". The DWQ requested additional
information on July 22, 2003. You provided this additional information in a memo dated July 24, 2003. You stated in
this memo, "I will remind you that we are requesting denial of this crossing (only requested by Wake Co. CDS)." At this
time the DWQ has determined that you have not provided sufficient information as to why the basic project purpose
cannot be practically accomplished in a manner which would avoid or result in less adverse impact to surface waters or
wetlands by avoiding the installation of the proposed road crossing between Shell Cracker Drive and Sarahwood Court.
If you choose to pursue your request further, then please provide additional justification for the need for this proposed
road crossing. You will also need to provide detailed construction plans depicting all wetland, stream or buffer impacts.
Please note that on September 13, 2003, the DWQ authorized the use of General Water Quality Certification 3404 to
impact wetlands, streams and buffers to construct the proposed Sarawood Court at the subject property (see DWQ
Project No. 03-0926).
Please respond within three weeks of the date of this letter by sending this information to me in writing and Mr. Steve
Mitchell 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.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
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 Mr. Bob Zarzecki at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
lJoh Dor ney,
nds/401 Uni D Q.
Cc:
bz
Lester Stancil, Stancil & Associates, Professional Land Surveyor, PO Box 730, Angier, NC 27501
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 030926
Date: September 13, 2003

MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Kendall Hills SID Phase II County 'Wake'
Project Number 03 0849 County2
Recvd From APP Region Raleigh
Received Date 7/7/03 Recvd By Region
Project Type residential road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 OTH FT _0N F- 27-86-3-8- F NSW 30,407. 0.34 100.00 F ?-
NBR Buffers FT ON 30,407.
F_F_ OY ON r I F__ F_-rI -F_ F_ F_
?I -
Mitigation "Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 8 Deny
Provided by Region: Latitude (ddmmss) 343440 Longitude (ddmmss) -784120
Comments:
ALIgust 7, 2003
SEE 03-0926 c J I -" U ?1 t S s c/? 77 C,
a
cc: Regional Office
Central Office
Page Number 1
Facility Name Kendall Hills S/D Phase II County Wake
Project Number 03 0849 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
r"
T i e Check List
FILE
• ?3 ct Name: pip., I is Z T' 1 a-W
Date: 7 Probe
DWQ#: 6 3.On'Fi D -60
County: w 4k'e'
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
.?- R fl TelePhone : (919) '73 3,11 A
From:
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
'?Iinimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? ' Are the stream and or wetland mitigation sites available and viable?
Ul-check drawings for accuracy
e application consistent with pre-application meetings?
ff-cumulative impact concern
Comments:
STANCIL & ASSOCIATES ;
P
Professional Land Surveyor, P, A. ?#7 f
98 E. Depot Street, P. O. Box 730 `;-
Angier, N. C. 27501
Telephone [phone] - FAX [phone]
TO: Mike Horan
N.C. Div, of Water Quality
1650 Mail Service Ctr.
JOB: Kendall Hills-Ph. 2 DWQ #03-0849
crossing Cat Tail Branch
Raleigh, NC 27699-1650 DATE: July 24, 2003
Dear Mr. Horan
I am forwarding to you today the following:
X
Prints
Check Other
REMARKS:
As per our phone conversation this date. I am enclosing 7 copies of
tha sheet containing Section X and XI If I can be of further assistance,
please call. I will remind you that we are requesting denial of this
crossing (only requested by'Wake Co. CDS)
STANCIL & ASSOCIATES, P.L.S., P.A.
By Tester

FILE COPY
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental, document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document. is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes. ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and. Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and, local buffers associated. with the project.. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers.must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included. as appropriate. Photographs may also. be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes ® No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 5,825 3 N/A
2 3,979 1.5 N/A
Total 9,804 N/A N/A
Zone 1 extends out 30 feet perpendicular from near bank of chaiknel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
L4r-. -..wIJ. ..
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.
Xl. 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.
No existing impervious area on site Proposed 6.813 ac impervious surface which is 14.997. of the
45.458 ac. total tract area. A soil and erosion plan has been filed with Wake Count and all
requirements shall met prior and uring construction
XIL 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.
XIX Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 0
Is this an after-the-fact permit application?
Yes ? No 0
XIV. Other Circumstances (Optional):.
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with'Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
0
,pplicant/Agent's Sigdature 4 Date
signature is valid only if an authorization letter from the applicant is provided.)
OF WATFR Michael F. Easley, Governor
,, s.. G} a ( William G. Ross Jr., Secretary
a 1' North Carolina Department of Environment and Natural Resources
O ? s t i v t:? t 1
=f Alan Klimek, P.E., Director
Division of Water Quality
if? Coleen H. Sullins, Deputy Director
Division of Water Quality
July 22, 2003
DWQ # 03-0849
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Tar Heel Developers
466 Stancil Road
Angier, NC 27501
Subject Property: Kendall Hills - Phase H
To Whom It May Concern:
On July 7, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing a road crossing in Wake
County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. In section X of the PCN form, you note that Neuse Buffer impacts are proposed. Please
complete section X, listing all Zone 1 and 2 impacts in square feet. Also, complete Section
X1.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies
of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing or by fax at [phone] within three (3) weeks we
will assume you no longer want to pursue the project and will consider it withdrawn.
Dorney
eR?
1 Water Quality C rtification Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Stancil & Associates, Post Office Box 730, Angier, NC 27501 AWA
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlattds)
Customer Service #: 1-877-623-6748

Office Use Only:
USACE Action ID No.
(f any particular
I. Processing
H.
AV&
version
.Form DWQ No. 3 0 8 1
is not applicable to this project, please enter "Not Applicable" or "NIA'.)
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 1 o Permit ? Isolated Wetland Permit from DWQ
0 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
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: F-1
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 check here:
?iI?S1401
Applicant Information GROUP
1. Owner/Applicant Information JUL u 7 2003
Name: Tar Neel Develo s
Mailing Address: 466 Stancil Road
Angier NC 27501
Telephone Number: 919-639-2073 Fax Number: 919-639-8841
E-mail Address: NIA
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. Stanch & Assoc.
Company Affiliation: -Professional Land Surveyor
Mailing Address: 98 Depot Street
P.O. Box 730
Ancr;,-,r NC 27502
Telephone Number: 919-639-2133 Fax Number: 919-639-2602
E-mail Address: tlstancil(cr?,eartblilnk.net
IIh 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: Kendall Bills Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT.Only):
3. Property Identification Number (Tax PIN): 0696.03-24-4276
4. Location
County Wake Nearest Town: Willow Sig
Subdivision name (include phase/lot number): Kendall Hills Phase 2
Directions to site (include road numbers, landmarks, etc.): N C Hwv 42 East from Willow
Shrine, south on Old Stage Road SR 1006.) g prox 1 mile, east into Kendall Bills Phase 1,
"rotect lies south of'phase 1
5. Site coordinates, if available (UTM or Lat/Long): 36-34-40/78-41-20
(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): 45.458 Ac.
7. Nearest body of water (stream/river/sound/ocean/lake): Cat Tail Branch
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.usUmin/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: Farm Land and woodland
10. Describe the overall project in detail, including the type of equipment to be used:
Residential subdivision stub road to adjoining.pro12M as re wired by Wake County Track
hoe, dozer, pans and dump truck for road construction
11. Explain the purpose of the proposed work: Stub street to provide interconnecting road
network as required by Wake County
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 Dumber, 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.
DWQ #00-0625 Approval issued July 11 2000 for entrance into Kendall Mills Phase One
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.
VL Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number

(indicate on map)
a of act*
?p Impact* Area of

Impact
(acres) Located within
100 year
,?#
Floodplain
es/no) Distance to

Nearest Stream
(lin= feet)

Type of Wetland***
1 Clearing, grading 15,000 sq.ft. No 0 Forested Wetland
Fill, drainage

* T14 Path ianT%n,+ ca rv?rot !., o t t to « ?. « __?_. r
__ _ _ _ r- - 1 _ .....?) y awa) «a««yru cam. W [yac LJ Iticamw, wu are not ninnea w: meCPianlZed -leaning, grading, fill,
excavation, flooding, ditehingt&uinage, etc. For dams, separately fist impacts due to both structure and flooding.
100-Year floodp3ains are identified through the Federal F nergemy Management A
gency>s (FIuMA) Flood Insurance Rate Maps
(FlRK or FEMA-approved local floodplam maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn:fAvww.femaeov.
List a wetland type that best describes wetland to be impacted (e.g., firhwatea/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3.0 Acres
Total area of wetland impact proposed: 15.000 sa. ft.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
1
Type of Impact*

Fill,. culvert, Length of .
impact
(linear feet)
100
Stream Name**

Cat Tail Branch Average Width
of Stream
Before Impact
6 ft Perennial or
Intermittent?
)
Perennial
Rip rap

• L.icf rarh im.in,.+ o a..,.r..«et., ,....t :a..._«:?. .
- - x --. z •••.? -.y y w Vvjly uukrat 121, impacts 1IICluae, Dui ale = UmtecL to: culverts and associated rip-rap,
dams (sq=a ely list impacts due to both structure and flooding] relocation (include linear feet before and after, and net foss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/st aightnin_g, 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 1-800-358-4616, or online at
www.usgss. og_v. Several intemet sites also allow direct download and printing of USGS maps (e.g., wwww.topozone.eom
MAKE -429 est con, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 100
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: - Area Open Water impact

Site Number
(indicate on map)
Type of Impact*

N/A
Impact
(acres)
Name of Waterbody
(if applicable). Type of Waterbody

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

* List MC?l J'Mr'APf l.P floT fA- -A :.i.. 4r, s,......-,.? -_
-- - ""Y"'-.7 caacu L-Y -11--L-y -P74CSS. it PWAS MCtUde, but am not hmited to: fill, excavate n, dredging,
flooding, drmnage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F1 uplands El stream Q wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
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.
-- Roadway designed to cross stream as close to perpendicular as possible - - - ---
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. Any 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
httn://h2.o.enr.state. nc us/ncwetlands/strmgide htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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.ne.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? . No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call , the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes. Q No n
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 R No M
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate. and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neese )?
Yes 0 No [:] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mfi tion
1 3
2 1.5
Total
* Zone 1 extends out 30 feet 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 f Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
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.
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.
XIR Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 20 .0500) or any Buffer Rules?
Yes ? No 0
Is this an after-the-fact permit application?
Yes ? No Z
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with"Endangered and
Threatened Species, accessibility problems, or other issues outside ofthe applicants control).
vwK.? - U
.Or
Lpplican Agent's ig a ure Date
signature is valid only if an authorization letter from the applicant is provided.)

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality/
James B. Hunt, Jr., Governor
Bill Holman, Secretary D E N R
Kerr T. Stevens, Director
July 11. 2000
DWQ9 00-0625
Wake County
Fred L. Started
466 Stancil Road
Angier, NC, 27501
APPROVAi, of 401 Water Quality Certification
Dear Mr. Staucil:
You have our approval, in ac:eordance with the attached conditions, to place fill in 70 linear feet of streams to construct the
Kendall Hills Subdivision in Wake County, as you described in-your application received by the Divisirtn of Water Quality on
May 16, 2000, and in follow-up materials provided June 22, 2000. After reviewing your application, we have detertnined that
this till is covered by.General Water Quality Certification Number 3259 or 3287. This Certification allows you In use
Nationwide Piarmit N?tmber 14 or 39- when issued by the U.S. Army Carps of Engineers. In addition, you should get any other
federal, state or local permits before you go ahead with your projett including (but tart limited to) Sediment and Ftnsion
Control, Nan-Diicharge and Water Supply Watershed regulation. Also this approval will expire when the acc Grnp toying 404
permit expires unless otherwise specified in rite Geacral Ctrtification.
Refcrcncv,is made to a site visit conducted by Steve Mitchell 'of the DWQ Raleigh Regional Office on May 15. 2000. The
impact area approved within this Cciiifwaliun is not subject 1q the Neuse Buffer Rules. However, the forested buffer in the area
Muth of the Well #1 Common Area is subject to the Neuse Buffer Rules, and encroachment into this area is not approved within
this Certification.
This approval is only valid for the purptxse and design that you described in your application. If you chan6*e your project,
you must notify us and you tnay be required to send us anew application for a new certification. If the property is sold, the new
owner must be given a copy or the Cu•tiftcation and approval letter and is thereby reslwnsible for complying with all conditions.
If total wetland fills for this project (now or in the future) exceed one acre, enmpensatory mitigation may fix; required as
described in 1SA NCAC 211 .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and the additional condition listed below.
If you do not acCcIA any of the conditions of this certification, you tnay ask for an adjudieatory hearing. You mast act
within 60 days of the date that you receive this letter. To ask for a hearing, send a. written petition which conrorms to Chapter
15013 of the North Carolina General Sratutes to the Office of Administrative Hearings. P.O. Box 27447, Raleigh. N,C, 27611-
7447. Thus certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the I}ivisioit of Water Quality under Section 401 of the Clean Water Act. If you have
any quastinns, please telephone John I3orney at 919-733-9>4(i.
Sincerely,
dl)Kcrrr T. Stevens
Non-Discharge Branch - 1621 Mall Service Center Rolelgh, Norlh Corolino 27699-1621
Tclcphono 919-733-1786 FAX iF 733-9959
An Equnl OPPoctunity AffirrrnWe Artlon Empteyer r %recycted/M Post consumer Paper
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5000 4000 - - -
Scale 1.15840
plan Detail Incomplete
? Please provide a location map for the project. `
?. Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
a Please show all wetland impacts including fill slopes on the site plan.
Q 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 requfred by GC
? Please provide detall 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 outfails on the site plan.
? Please indicate the diffuse flow provislon measures on the site plan. .
? Please Indicate whether or not the proposed Impacts already been conducted.
Avoidance and/or MINmlzation Not Provided
0 The. on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why .
It Is necessary.for this project
? This Office bellsves that the fabeled on the plans as can be moved or reconfigured to avoid the Impacts to the Please ,
revise the plans to avoid the Impacts,
M1
This Office believes that the " `IstWWon the plans ar . can be moved or reconfigurod to minimize the Impacts to the Please .
revise the plans to mlNmize 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.
I The application fee was insufficlent because over 150 feet of stream and/or over 1 acre of wetland impact was 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 applicaflon.
Please provide copies of the applfcatlon, copies of the site plans and other supporting Information.
:fgatlon
of compensatory mitlgatlon 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 Pemtit the USACE would use to authorize this project.
6
~ EIP v ~ \ , Stream Crossin Plan For
~ ~ ~ . . Zoned: R-3U ~ EIP - , ~ ~ ~ \ . NOTE.• N07E,
~-~k Present Use: Residential Flood ~ A 10' x 7t)' Sight Triangle All Drainage and Utility Phase 1 Wo \ ereon shall be reserved at all easements shown h
Jimmy T. Riley ~ ` ~ k';k%~,, Hazard Soils street intersections as shall be permanent and Public Dedicated. W ream 1 s
Deed Book 8954, Page 1104 ~ ~ / ~ ~ ~ own hereon. ea 0 sh
o ~p Book of Maps 2001, page 825 ~ ~ ~ ~ , ,A~ er I3ranc1l Townslli Wake Count , NC ~ Pan t11 p Y
~ Ei ~ \ 4 w;ltaw , ti ~ ~ ~ • , g OQQppp0900pp0Qe ~ 10 Date: 04-30-03
S g ~ A NC 42 M ~ A ~ X ~ ~ o C Scale.l 0 \ o AR o / ° ~ o~
v A ~ ' ~ °°4`~ ~r°°o - ed: R-30 \ Zoned: R- o ° o P.I.N. 0696.03-24 4276 Zon 0 0 ~'Essl°~,, ~ o ~ sent Use: riculture ~ o ~ of y o
15' , ~ ~ ~ \ \ \ ~ ./A~' o , ~ 9,^ p o 100 200
2 5 Site ~ 4 \ ~ ~ ? ~ X65 ~ o o ~ \ Tar del Developers, Inc. ~a sEnL c p e • G Deed Book 9524, Page 1781 P L-2645 o GRAPHIC SCALE
~ ~ b 5 ~ \ \ ~ v"~~, '4 ~ .`l, O ~e C k ~ o Book of Ma s 2002, Page 2123 a u ~ o ~,~N~, r,i,~,; ,t, . P o •,9~ °o ~ n,a
~ ti~ ° ° ~ ~ ~ V ~ \ ~ \ ~ N ~5y ~ ~ ~ ~ ~ ~ . , en ~ ~ ~ 20' ~ ' \ ~ oo . ~SU ~o~ °o PREPARED BY
~ ~ \ ~ k v, ~ ~ - \ ~ ~ °°o Jtl X4;'0°0 ~ ~ °oo ~ Tip „'f° Q
~r ~ ~n _ ~ ~ r ~ , , ; , ~ y- A w ~ ~ ~ ~ e ~ ~ ~ °a M. oo. CT 2 ~ ~ ~QUaoaoa9o
2764 ~eS ~ - ,t''jy. ~ r ~ \ Ir ~ Y ,Y" o ~ N H/w Zone : R 30 ~ cr ~ \ ~ \ ~ URV YOR P,A. , y~~,~-- PROI'ESSIONAL LANDS E , ~ VAT ' ~ ~ , .
to ~ N a ~t k' 1- ~ ti ~ \ ant Use:~idential ~ ~ ? ~ ~ ~ ~ ~ Road Pres ~ Ae k ~ , . ~ / ~R ~~,q~.I~ \ .Y ~ \ ~ I 0 98 De of Street, P.O. box 730, Angier, N. C. 27501 U
llt0 n ~9 ~ Fred H. Adam , Jr, ~ S ~ ' , A ~ ~ o, ~ / P
ti ~ 2760 ~ P e 402 ~ ~ ~ ~'~ce ti r, ,Sl n Easement ~ Deed Book 8952, ag \ T real ~ \ \ ~s / _ t _03 919 639-2133 [phone] (FAX) r~ Revised: 08 1 f ( ) ,J \ .o
o p ~ r r yp g ~ ook of Ma s 2001, Page 25 \ 9~' No Scale ~ A ~ ~ / ~ ~~y ' ' .F• ~ ~ a~ ~ Revised: 09-02'-03
o rr \ ~ w~~, ~ , 1~ Note: M ~ ~ ~ ~ ' , `ti~ k,~ , ~ A~ Revised: 09-05~-03 y ~ ~ ~ ~ Develo er ~ \ Owner `Y ~ Revised: 10-2--03 P
0' x 70' Si bt Ti~1an !e takes ~ tv \ y ~ ; A 1 g g ~ ~ Kk~ , ~ ~ v ~V ~ ~ ~ ~ ~ ~ . t ~ , a e s
recedence over sign easement, Y; p X v ~ k, k ~ ~m C ~ Y ~ ~ ~ x , ,v . ar ~e eve o r k A ~
PP C ~ ~ , ~ Y-:~ w,~ ~ ~ ~ ~ ~ \ b -2073 A ~ 466 Stanc~l Road, An ler, NC 27501 (919) 639
~ , ~ O ~ ~ ~ te1~ ~ ~ ~ ° I
VICINITY MAP ~ o ~ , ~ ~ ~ r,P 1. ~ ~ a . ; ~ k8 ' N I ro ~ k x~ - ~ ~ ~ ~ I
No Scale ro y affe/ ~ 1 i' ~ ~ X ~ I
~ ~ fiat 8~ / / ~ U ell ~ , ~ ~ ~ / o ~ I
,4/ ~2 0~ ~ 1 Total Disturbed Area In Project ' 1.0 Acres ~ ~ ° - ~ I ,
~ > " ~ ~ k\ Area includes road ri ht of wa , 15 construction ~w ~ ~ .Y er foseme ~ ~ ~ ~ I
a ~ / .0 3 / ~a e - men ^ ~ ~ 1' it Soils areas Constructed drainwa s, x~ I !m P y
~ ~ Im eua Area / / / \ 800 a . ft. / ®t " " / PP 7 j / ~ I and sediment filter basins. \
r~/ / \ / o / / At / ~ Ay ~ ~k - I NOTE:
tl , / ~ 0 / /5or / ~ fi \ ~ / ~ 0 ~ ~ ~ is the radin contractors res onsibilit fi , ~ ~ , ~ It ~ g P y
/o ~ 3 / m ti ~ ~ n~ / N / V 0 ~ ~ to kee all disturbed soils within the 1.0 Ac. ~ ~ ~ ,y~ ~ k, i P
EI / ~ 3 ~ L 13-,2 A 5 EPK i '1' ~ ~ ~ ~ ` I desi Hated as construction limas. u ~ 5 I i,
0' W / ea 0.842 c, hnperriave Ar ~ ~ 4,000 eq, ft ~ ~ ` \ -t ~ ~ r ~ 'L•, I It is the radin contractors responslbihty ~ ~ ~
cD ImperHo a Area Q/ e ~ < k:~~~ = ~ ~ ~ to have the appropriate utility companies
tD~ r' 1,700 aq. n. .'4"'---'-- She ~ t t ~ ~ k r y \ - ~ ~ • locate an underground utilities before
o Sign E same \ ~ o• \ See L~ fail ~ _ v y ~ I y ~ ~ v" y~, proceeding with construction. I
~ ~ I ,
, .q CB-4 ~ 1 ~ 0.5.E A . ~ t , , v ~ ~ 1 ~ NOTE: ~ , ~ Ea e eats shown ~pe~e ~ I 15 Tem orar nstructlon s m
~ \ _ 1 m x p y 4.-.^n ~ , ~ ~ ~ d ,I ~ hereon wer sed to compute the dlsturbe
a ~ ~ Q lmperrlnue Area ~ ~ A ; x ` ~ i' \ are
C/L In terseetion \ ~ l ~ 4,BOB eq. n, , s,gn Ensa nt 28 0.552 c. ~ $ ~ o area for--~t e project. All disturbed areas ~ k , . ~ I ~ ~ e ent I1m1t . . ~~mthm saad eas m s
30 TBM Elev. = 298.5 \ \ ~ sae oeron 1 q 26 0 v I ~ \o \ ,
\ ~ 29 ..._.1 W ~ ~ 0.692 A~ I v 0314-r4 ~ ~ ~ I 6 \ ~ ~ I
r 0.628 Ac. l e, \ ~
\ I l , w 30 Imperelnve Areh ~ ° \ Impersiava Aree 1,700 aq. n.~ l ~ a .544 A se ~ ~ \ ~ `r ,v, k A ' _ , ei i ~ Q~ ~ \ + Impervl a Area ~
O 1,700 eq. 1G ~ ~ ~ / \ ,O lmperriova Area r
l,eaB eq. n. i, 25) to i~~4 ~ ~ ~ o , o, ~ ~ ~ NOTE.
- - \ ! ~ ~ 0.519 Ac. ~ ~ ~ \ I ~ , ~o ~ v 1~! ? ~ ~ ~ ~ ~ ~ ' ~ ~ ~ Darin the construction of this protect i ~ ~ ~ I g , ~y ~ t rom th e
\ r '0 \ Lnpervieue Atra O ~ ~ peralous Brea \ ~ 1.700 aq. ft Impanlnve Area ~ r ' on stake is set at a 15 offse f . ~ , ' ' an ~r lmpanleua Area ~ ~ - ~ I ~ \ \
~ - ~ O ~ 1,800 aq. n. ~ ~ ~ 4,800 sq. h. s,eoo ay. n. 0.5 0 A ~ ~ actual front (right of way) corner of all lots.
~ ~0,~ :J ~ \ \ z~ i ~ ~ e. ~ ~ ~ ~ ~ ~ ~ ~ _ ~ After the street side slopes and~or shoulders d lmpen ~ .+V ~ '~y_ Zd ed: R-.1~ 24 ~ I,800 rq. Y v \ (mperdo Arc! y ~ ~ , , , ~ e have been ;;un.structed anci stabilized, iron stakes
~ ~ , ,,roo . R ~ y , I resent e: Agrtcultttr set at all orners as shown hereon as is
- D_ q~n~` \ a tmperrinur: Area ~ ~ t+, 5161-:~ ~ Zo.rl-@d.-$-30 \ \ \ d,700 eq ft. 19 4~ ~ ~ ~ e e 6~`='~ ~ " ~ Fra ce S. Fish ~ Fill be C r d ~ ~ ~tle 21 Cha ter ~6 e e o 8 „ ~ - , '-e~~ ~1° ~eed X00 618. F'age X40 ~n accordance with T p ,
- ~ \ \ ~ Presetr~ Use: A Ai~ulttir fi b5 Qn 5 w ~ ~ b On F k"; . ' ~ Section ,1602, Paragraph ~c) of the North i \ ~ ~ • ~ y, y , ~ ~ + \ \
~ ~ \ 18 0.547 Ac. ~ ~ ~ ~ ~ 4 ~e RED. Tunstall H~K•s ~ / pm ~ ~ a,, ~ . \ tm errlnue A ~ ~e ~ erdouaArea a 0. 31 Ac. ~ ~ ~ ~ ~ ~ Carolina Administrative Code. r y~aJ 23 ~,PoQ aq, n. ,
- - If~1/ Book 1870, Page 0- z ~ 5 Ae, p7oo a , ~ ~ ~ 23 ~ r; y.
o \ ~ d~,\ ~ \ ~ ~ 0.518 At \ ~ / lmpervleua Area \ ~ ~ \ ~ ~o \ ~ 0.518 Ac. • 9~r• A ~ ~ ~ ~ \
4,700 aq. h, ~ e e I ` Cons cted ~ s e ` D. 65 A I 1 N MUST
~ \ \ ~ 20. r / Are. Ls-1 . ass ~ I ~ ~ 0 Imperrl~ ~I \ ~ ~ I T Y NF
I1 \ ~ ~ I i \ / 10 ~ I . '2s Q~ v R 0
~ ~ I ~ J ~ Sp\ 0,546 Ac. mperyvae Aroe I ~ I I ~ ~ ~~1\ V ~ ~ / , 1,700 p. It. mBeMvue Area 22 0 n \ P ~ ~ ~ ' ~ \ Q OT "f
1 1 CT Ul , ~ ? \ .521 Ac. , c ~ s ~ ~ o ~ ~ 1 ~ Imperdoua Area 7~ ~ \ 11., Q
~ 11 5 d . ~ m / ~ t 0, } ~ 5 aC ~ / ~ 1 ~ ~ /,800 tq. lL / 0 ~`nn~ ~:%,y.. ~ e ~ p 'oue Area ~ ~ V 1 ~s ~ rox. 1 0} r O
w ~11 11 1 \ d\ \ ~ ~ v4 c0 ~ Impervlave Brea 1 ,c / ~ ~s ~ \ JW ~ 1 t 0.558 Ae. eat ~ od L11I11,t
I a. ~ 4,800 eq. (t. t ro ~ I ' 30' ~ ~ ~ 21 1 1 ~ / ~ Seger Eaaem Q p D ~ 1 b = ~-saw-. _ _ - \ z
14 - '1 , \ „
tia do , ~ ; ~ a ~ \ 0, 581 Ac. ~ / ~ - - \ • _ \ .560A. 0
pmperdoua Aree lmperdoue Area \ ~ \ iqe ~ ~ !•800 aq. fG lmpe us Are. 1,800 sg. fG 1 r~ ~ ..1,. O ~ \
I 1 ~ 1 ~ ` ` ~ ~ ~ 51 Ease ni ~ v NOTE: I a \ \ a, 5e Oetat if lgh q. !t. 4 ]llrbt O ~ ~ o CB ,t~structed a ` ~ ~ . / 0.571 Ac. ~ ~ YOU DIG!
coon ]an cover slteef, only. ~ ~ \ riel This lat is a constru p , ` \ a ~ S p e and is ~ \ ~ \ ~ 2'~5 hann~ 2 0,531 Ac. ~ BEI,ORE Imperviaua Area / ~ ~ .
not conform to G.S.4~-,30 as amend d ~ b 1 ti I~ \ ~ It does ~ ~ ~m ~'pa m ~ CONTACT ONE CALL CENTER (mperdova Area ~ r, / ~ ~ ell LO t ~ ~,eoo sq. n ~ i ~ ~
" tended for sales or recordation. , I not in , , Impertfevelrea ~ p Ac. ~ ~ a ~-600-632-4949 rerefaue Area m 0. t80 ,qao . n ~ ~ ~ ~ ~_2~ v ' ~ ~ 'k ` , v.; 1.020 Ac. .2 w ~ \m ~ i~ k~ ~ o, 50
lized nature of t111s plat, the ~ ''D00i°'`~ Due to the enera ~ ~ \ \ 16 ~ a 1 ~ J ~ ~ / k ' ~ lmpervteue Aroa ~
~ t, Ri arian Buffer Detail ~ a or ma not re resent actual lot la,you p C/L Intersection lots shown m y y P Not 7•o scale - . ~cB-7 ~ X ~ Y~ i' e.aow,rt ~ V / - ~ i J
' ion Mats for final lot ?BM Elev. =`~S~t ~ \ Refer to recorded subdtvts 1 \ \ ~ 0.557 Ac, ~s .55 Ac. ~ k _ 0 ~ v~ ~ ~ ~ i d for Review: 05-29 03 X57 Ac. / ~ I ~ Date Submitte
dimensions and acreages. NOTE: \ a. ~'~d,.. Q1~~LS vas ~ X ~ ~ ~
Riparian Buffer shall be measured \ ~ ~ ~ h,Y°~~; d'e ~o ~ ~ k ~ PP ~ v ~ ~ , Zoned R-30 Ri ~ ~ ~ ~ ~ onion A roval:
bank exists m T from top of bank, If no ~ ~~~~e FEMA FLOOD HAZARD STATEMEN - / v ~er_- , r Aar; ~ , Sediment & Er pp ~ e'~ ~ Present Use: A ri cal t are e~j ~ : ~ ~ ~ 5 ~ ~trf ~ ~ \
. e shall be from ceneterC~ - A ~~hc ~ A o Ion of Lots shorru on this plat measurem nt ~ A Q rt A• ~~"r lyl~ Impe,vl~ ea , e. -apt+° ~'~i'' ~ ~ Frances S. Fish fer ~ ~ NOTE: i5 / \
e located within the FEMA 100 year of flow, ~ k ` \ e,0ib eq. ar \ e 'AE" Flood Hazard Area as shown Z75~-- ~ ~ x. RS ~ Zon , ~ 0 ~ Book of Maps 2002, Page 2123 ~ ~ This is a "Preliminar Plan until letters of
a No. 37183 C 01305E ~ ~ Perman ~.tlpen SpacQ on FEMA m p _ A ' ~ ~ ~ sn S ac ~ ~ ~ ~ bove a envies P ~ ~ Y approval are received from the a g ~ ~ ,
992 ~ \ ' Effectl've date: March 3, 1 2,8 ,CI'ES Cos ~ ~ ~ ti~ ~ ~ and the dates of recei t noted hereon. ~ ~ - I P
_ A N ,v V *~Note _ ~ ~ _ A N \ i Pond
Finished floor elevation shall be 4 feet above ~ ~ \ \ ~ ~ . ~ ~ r , - ~ v , on d ~ 'y ~ - ~ / ~ r K',
the top of the bank of Cattail Bran ~ o \ \ q Flood \ ~ ~ ~ ~laod ~ ~ ~ . ~ ` ~ ~r
\ o ~r A Hazard azard ~ ~ ~ ~ ~ , v , , ~ / ` ~
Zoned, R-30 y~ ~ v ,y , soils TES. .NOTE: \ \ ~ ~ ; . \ ~ ~ GENERAL NO ~ u Lure\~ . Soils ~ u ~ ~ ~ ~ \ ~ x~%
There shall be NO filling or the erection of ~ Prase t IISe: r1C k ' FALL EXISTING armanent structures in the areas of wake County \ LC o~ x"~ ~ ~ i~ ~ k ~ \Y~
1. CONTRACTOR SHALL VERITY THE LOCATION 0 P d & Adam L ~ o \ ~ ~ ~ Glond Hazard Soils or Federal Emergency Management 8 P e 44 e \ ~ -1 \ 1 I '
OR ANY DAMAGE ~eed Boo 779 , g y~ \ v~ ~ ; ~ ~ TILITIES AND SHALL BE RESPONSIBLE r A too ear food zones until a flood U , Agency (FEM) y y y y ~ ~ ~ i ~ - ~ k, - ~ x
L U?ILITY LOCATION v b wake Count and or FEMA. \ \ RESULTING FROM HIS ACTIVITIES, CAL study ;a apprn ed y y / ~ 01' Mill l Mill .Branch ~ , / r._. \ ~ ~ /
Section 1-t-2ti A ti 'C~ OR TO EXCAVATION. r (x(17 \ ~ t SERVICE 48 HOURS PRI s s\ ~"l~e Proper y Pro erty ~ L n.e / r P
STRUCTION AND MATERIALS SHAL! BE IN ACCORDANCE Before squiring a building permit Por lots marked \ \ - 2. ALL CON \ - ~
with an ',(Asterisk) the builder may need to obfain ~ \ Zoned, WITH THE WAKE COUNTY STANDARDS AND SPECIFICATIONS. P rmit from wake County \ \ \ T a Flood Hazard Area use e \ \ ~ yant USe, Zoned: RHO-- ~ . / ~ i ~ ~ 8 ;~Pnt Use': Agriculture ~ i ~ \
' ATION AS PER FtAhE COUNTY. Environmental .Services. The builder's engineer, \ \ 3. ?OPOGRAPlIICAL INFORM \ \ J 8c 11-A~
or es a ro riate must \ \ ~ R1'ED PRIOR ?'0 GRADING PERMIT architect and/or survey ( pp p ) ~ 4. NO CONSTRUCTION SHALL BE STA \ Book 7i certify that all flood requirements are met. \ \ \ Book 7798, Pa e 4 / ~ tl~ g ~ ~ - - i` R
B?'AINED FROM WAKE COUNTY EROSION CONTROL, section 1-t-26(AJ(tiJ1 ~ S ~ ~ BEING 0 ! \ R \
\ \ 4~ \ / ,a ~ , s 6, ~ ~ / \ \ R Pubh''c~0
\ ~ ~ Permanent Open Space Uses \ \ ~ \ ~ ~ v ~ v v
Permanent Open ,space is reserved for conservation and protection \ \ \ ll Ad \ _ Ad ~ \ Map Index for Meadow Stream Hills Phase Two 327
of Natural Hazard Areas end, \ \ ~ a~S R a~S ~ Ro ,e ~
Prevision of active and/or passive outdoor recreation opportunities \ / \ d 6p , .~i ~ R/1~ Reference \
easements re arian buffers, setbacks, and/or \ \ outside of all p (P ~ ~ , ~ ~''bl~c ~ Deed Book 9524, Page 1781 \ ~ 1
mrrra nnAwr>,rr rr Tug PRnPF.RTY ~F ~.,ncorvalinn AYBA.S (e. p,. ballfields, pla_yQrounds, tennis courts, ~ ~ • ~ ~ oed,~_\ \ I _ r,_ 1 STREET A
11110 U11nrrA1ru ir., 1Lli] \ \ te~J I HOOK 01 Maps bUU4, rags r.1,--o \ 2
STANCIL & ASSOCIATES, ~ swimming pools, basketball courts, bikeways, walking trails, an PROFESSIONAL. LAND SURVEYOR, P.A. :cnic areas) either for the general public, or for the subdivisions p ~ Others As Shown DETAIL SHEET
OR COPIFD IN WHOLE OR IN residents or employees and their guests; (Note: this does not ~ AND IS NOT TO BE, REPRODUCED preclude a membership requirement or monetary charge for use of \\r- WATERLINE PLAN • 3
PART WITHOUT PERtIICSSION. recreation facilities such as scrim and or tennis club, as long as
PROJECT AND IS TO BE subdivision residents or employees have an opportunity to join the IT IS NOT TO BE USED ON ANY OTHER
RETURNED UPON REQUEST, club or pay ~ to use the club facilities.
DATA \ LwPB-1397\ CO {ER-PH3, dirg

NOTE.
A 10' g 70' Sight Triangle Stream Crossing' Plan For
shall be reserved at all
street intersecta'ons as Backwater Ease e m nt shown hereon. Phase Two
Elev, = 268.87
ea o w ream 1 s
Panther Branch Townshi Wake
\ ~o, \ ~ ~ ~ a ~ P County, NC pppppp600090p0
~ ~ I ~ a_ - ~ ~ _ ~~1' 7 oo°° ~ CARO ~0°0 » »
~ ~ , ~ ,1 ~ ~ r Fa 0 4`~ lr a ~ ..'~ESS~o.. ree
~ ~ A ~ ~ ,a - ~ ~ ~ ~ o~:[yo ti.,~o b •en} O
~ ~ ° SEAL q~ a z0 ~ Pa vem ell ' ' o • ° t 50 RI ht-of-wa L-2645 0 » > g y
t. n~ ~ ~f~11 P~~' ? \ ~ ~ _ - ~ ~ o ° ~ o Scale; 1 50 ° a~ o ° Date: 10-23-03 ° ~qAA o
® o°
den ~ Headwalls `.1; ~ ~ 'ti _ ~ • ~ oo° 0 50 100 °000 , ae.o° -
a~e~ ~ ~ _ , ~ ~ , _.,i ~ Zoned: R-30 E ~ 5 (See detail this sheet) ~ ~ I p . R-30 0~ ~g e0p M' ~ p~ GRAPHIC SCALE
~~ge ~ A (NCDOT Std. 838.22 ' ~ ~ ~ ~ Present Use: Agricultur ~r ' ~ , ~ ~ Tar Hee! Develo ers In Agriculture O~BO
o 1 ~ ,~r ~ I P 2~~ ~ 15 Temporary Constructeon Easement ~ ~ Deed Book 952 _ 4, Page 1781 ~velopers, Ina ~ ~~h-- PREPARED BY 524, Page 1781
i ~ i ~ » ~ RS Book of Ma s 20 2002, Page 2123
Pro osed Street A ~ P oz, Page 21R ~ ~ ~
C/L Intersection ~ ~ ~ ~ ~ ~ ° PROFESSIONAL LA ND SURVEYOR, P.A.
Sta. 0+00 S ee " " { C L Inter (tr t A) l+oo _ - / section o_ _ a ~ z+oo _ ~ ~ 4+0o Sta. 4+48.10/Street "A" 98 Depot Street, P.O. Box X30, ran ier N. C. 27501
- ~ P N ~ .p l ) -Sta. 6+64.65(Shell Cracker Dr,) a, ~ ~
- =Sta. 18+05.33 Sarahwood Ct. [phone] 919 639-2602 FAX ( ) ( ~
r; I I I I I I
i - 1 ~ i I I I
~ 16' Tem orar Cons ' ~ ~ - p y traction Easement / ~ ~ 2 ~ m - I --1 - I
j ~ _ ~ ~ n o• ~ ~ r _r I I 1
~T ~ ~ ~ - Pv t. a s, ~ _ , ~ ~ a~ / I I ~
~T ~ ~i 1 ~ ~ , . ~ 1 c I ~ - - - - - - - - - - ~ 1
J ~ ~ , _ ~ l: b ~ ~ ~ ~ ~ 1 /9 Plan \ 1
~ i~ ~ ~ 5~ _ i a ~ ~ \ ) ,
r .ro R w 25 a 1 \ ~ ~ ,g ~ /
k ~ 1 ~ ~ J y
~ ,Q o~ a 5 I _ f~4
$0 k ~ ~ ~ ~ i , ~ , ~ 4 ~ x 1, ~ ~ ~ ~ O 93 Piece Groove or
x ~ / ~ 4 Bell End of Pipe
~ ' ~ ti ~ = ~-y~~ ~ ? ~ , To Face of lfal! I B'-2.,
, n r 0 ~ i:_v
~ ~ i , ~ ~~l ~ 4'-3" 7'-8" 4'-3" glope~~ cv 4;1 ~
1~ Install 45 iY x 56 L x 36 D ~ ; ~ ~~1 II II
~ ~ ~,y, ~ t _-1 _ Class 2 Rip-Rap til ~ ~ ~ Dissipator (d = 23"
~ ~ j,~
~ 4 ~ ~ i ~ ~ ~ " i
I~ - ~ -
r 1 r r j _ ~ ~ - L= Distance So That - ~o a ,A„ & „B»Are Level.
I I 1 ~ L ^B"
Culvert P-5 Data I ~A
NOTE: Total Drains eArea = 330.7 Ac. ~/ta otaee
Qze = (0.3) 4,17)(330, 7) = 413.7( cfs ALL EMBANKMENT FILL GREATER Q~oo =(0.4)(5.08)(330,7) = 871.98 cfs THAN 7 FEET AS MEASURED FROM Elevation End Elev do a n
Tc = 32.5 Minutes THE ROADI~AY CENTERLINE TO 1'HE _ ock check Dam Detail
Flow Depth - 2.77 ft. INVERT, FOR ALL STORM 98 LF 4 54 RCP ®2,007 DRAINAGE y
PIPE CROSSINGS, SHALL INSTALL '!`Subject to curre Velocity = 18.22 fps thject to current standards Headwall Detail Install Rock Check Dams where
Hly D = 1,84 HW = 7.37 GUARDRAIL TO NCDOT SPF,CIFICATIONS as outlined in h Max. Headwater Elev. = 287.87 OR BE AT A 4:1 SLOPE OR FLATTER. Division of Highs ditch slopes are 3X or greater outlined in North Carolina
Standard Drawing vision of Highways Roadway Not To Scale andard Draping No. 838.01 (See NCDOT Std. ,~838.22f
- - -
~ - - _ - O qi - ~ - eg ~--0 h _ - I _ - - - - - - _ _ - - . _
- - - ~ 0 ~ - - O - - - - - - - - ~ - - - - - - - - _ _
_ - ~ t - - - Q ~ -9 0 R ' ~ - _ - - - - - - - _ - - - - ~ _ - - - - - - - _ _ - - - - - - -
- - _ I- l _ - - - - - - - - _ - -ro - - r--- - - - - - - - -
- , - ~ - - - - - - - y - - - ~
_ - r _ - _ ~ - ~ 4~- ~ - _ - - - - - - _ - C~ _ _ _ fi..- - _ - F iLE LEE - - _ _
- - - - _ ~ ~ - - - - i _ _ -GL CS C3 _ R, - - - _ _ - - - - - - - - - - - I - Propas - ~ $ ade
- - - D _ 3.00 _ K_: = ~-30.0 - - - - _ _ _ ~ ~ ~ } _ - - - _ - _ E$istl = de--
_ _ - - - , _ 290 t 90 _ - - - - - - _ - - ~ ~ - - - I - - _ _ _ _ _ - - C _
- - - - xiatf _ - _ - - - - - - - - _ E~1sEln 59' ft--
- - - - _ - - - - - 290
- - - - ~ ~ - - - - _ - _ _ - - ~ - _ ~F _ RF _ - - - A - - - - _ -
_ - - - - - _ _ +a I _ - ~ - - _ - - - - - _ _ _ ~ - - 11 W - - Il - - - _ Ariz ntai 1 = 0'
- - - _ _ - -
- - - ~ ~ - C~ - - - ~ - O 0 I---~ - - - - - - - - - -
- - _ - - _ - _ - - - - ~ -
- - D - _ ~ 44 - _ - - - - - K 8.80 - _ . _ - _ = Q ~ - - _ ~ - - - - - ~ _ _ - - - - - - - - - - -
- - - - - - - - - _ - - - - - --1 - - -
Il _ _ _ ~ ~ - - - _ _ _ _ _ - - _ - _ 280 _ - _ ~ - ~ _ - - - - - - - - _ - - - - - - -
- - -
_ - -a ~ - _ ~ t--- - - ~ - - _ - - } - j - - ~ _ _ - - - - - - - - - - 280
- - - - - ~ ~ ~ - - - g~ ~ - - - - _ - - - - - _ - - _ - _ _
.o-- a~ _ _ - - ~ _ _ - - - ~ _ ~ so ~ - - - - - - - - 1- _ - - - -
~ _ - t ~ - - - - - _ ,q o~ - --r---_ -
- - - - - - - - ~ _ . ~i ~ - - - _ - _ _ _ - -
~ - - - - _ - - G _ _ -
_ _ - - 1 _ _ - - - - ~ l - ; ~ - - - ~ - - - ~ { _ - _ ~ - - - -
- - - - - _ _ - - - - - 1---- -a - - - - - ~ - - - { I { _ - - - - - - -
- - - - i - - - _ - 1y _ -
2/ 0 - - _ - - _ _ - - _ _ ..7 - - - - - I--- - - -
_ - _ _ - - 270
_ - - - - i _ ---7 . C _ -
- - - --flax. Head 'ter =.267;87 ~ _ _ - - .0 -
- -
- - - - - - - - ~ ~ Q - _ _ - - - _ - - - - - - -
- - _ .y - _ _ - - - _ -
- - - - - - - _ . - - _ - .!r - - - - - - - ~ ~ ~ - - - q ~ if - - _ -
_ - - _ - _ - _ - _ - - - - - -
- - a _ - _ - - _ 1 - - - ' ~ - _ - -
_ - - - - - - - _
- _ _ - _ - _ - - - - - -5 - - _ Sta.-2 85 - _
- - - - - - - - _ - - _ - - 260
- - I' v In =._.280.50 _ - - - _ - ~ - _ -
Inv- Ou - 2 ~ 8.58 _ _ _ - - - - - - - - -Q8 LF _ 4® 4° R-_ 00~ - - - - _ - - -
- _ - _ _ - _ _ - - r - ax.. ,ad wa - - der 2878 - _ - - _ _ - - - - _ - -
- - - _ - - - - - a- - - - - - -
_ _ - _ F _ _ - - - - - - -t - -
- - -
0+00 1+00 2+00 3+00 4+00 5+00
`DATA\ L WPB-1397\ CPLAN3-4. dirg 327
Sheet 1

STONE SILT CHECK DAM LT ENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SI F
CONSTRUCTION SL'Q UENCE EEDBED PREPARATION S
STEP 1 STEP z 1. NCDOT ,~5 or #57 washed stone shall be used. C~
1. Chisel coin acted areas end spread topsoil 3 inches deep over 1. Obtain a Land disturbing permit..Schedu[e a preconstruction ) P conference with the Environmental Engineer, Maria Cox. adverse soli conditions, ff avai[ab1e. 1' Mi P~avement DRIVE STEEL POSTS 18" INTO GROUND AND EXCAVATE ATTACH W7RE FENCE TO POSTS AND EXPEND TIfE Pad to be 50 L x 20 IV x 6 D at a minimum.
wement A B"x 6" TRENCH UPHILL ALONG THE, LINE OF POSTS. BOTTOM OF TfiE FENCE B IN1'0 TIfE EXCAG'ATED 2, Turning radius sufficient to accommodate large trucks WOOD POSTS 4" IN DIAMETER MAY BE USED, T'RENCII. is to be provided.
e area to 6 inches de th. 2. Install gravel construction pad, temporary diversions, silt fence, \ \ \ \ % ' 2.) Rip the entir P \ / / / / custom basins or other measures as shown on the approved plan. / / / / ~ 3. Entrance(s) should be located to provide for maximum
t install these devices, Seed tam orar \ \\j` e al loose rock roots, and other obstructions leaving Clear only as necessary o P y 3.) Remov 1 , diversions, berms and basins immediately after construction, i utility by all construction vehicles.
surface reasonably smooth and uniform. \ \ Roadside Ditch oadside Ditch MAX 10' 4. dfust be maintained in a condition which will prevent
niforml 3. Call 856-7558 for an onsite inspection 6y Environmental Engineer 4. A ! agricultural lime, lertilizer, and superphosphate u y \ \ BETA'EEN trackin or direct flow of mud onto streets. Periodic POSTS g
) ppy to obtain a Certificate of Compliance, / / and mix with soil (see below / - top dressing with stone will be necessary, keep some
Class 1 Rip-Rap with No. 5 ~ ~ AA VA VA VA- VAS` easona6l uniform 4, Begin clearing and grubbing. Maintain devices as needed. Rough U str ~//~//i//\~\ Note: 5.) Continue tillage until swell-pulverized, firm, r y Washed Stone on the p e handy. foes not Allow a 2' Welr -
es dee , grade site. a e See Side View Where Ditch does not A11ow seedbed is prepared 4 to B inch p F c ( ) Section, a Parabolic Swale ; - 5. An material which still makes it onto the road must rabolic Swale shall be y
eedbed and cover seed lightly with 5. Install storm sewer, if shown, and protect inlets with block and Constructed with Class I Rid 6.) Seed on a freshly prepared s vith Class fRip-Rap be cleaned up immediately. a"
seedin a vipment or cultipack after seeding. gravel inlet controls, sediment traps or other approved measures SECTION ACROSS DITCH g 9 as shown on the plan. Begin construction, building, etc, STEP 3 STEP 4
ILTER FABRIC TO THE WIRE FF,NCE BACKFILL THE TRENCH AND COMPACT TIfE SOIL FIRMLY d~aY ATTACIf fiHE F
7.) Mulch immediately after seeding and anchor mulch. B. Stabilize site as areas are brought up to finish grade with vegetation, AND EXTEND THE BOTTOM OF THE FABRIC 6" TO ANCKOR TIfE BOTTOM OF TFIF, SILT FENCE SO 1KAT Roe
8. Ins act all seeded areas and make necessary repairs or reseedings paving, ditch linings, etc, Seed, mulch and tack denuded areas within ) P s 'ble, If stand should 6e over 60% T THE TRENCH. RUNOFF IS FORCED TO GO THROUGH THE FENCE ip~ IN 0 AND CANNOT GD UNDER IT. dJol A
within the planting season, if po.si fifteen (15) days of completion of any phase of construction, p establish followin on final lime, fertilizer and seeding rates. SECTION THRU DITCH tx' FILTER damaged, re g g ER
7, flhen construction is complete and all areas are stabilized completely, so,
9. Consult Conservation Inspector on maintenance treatment and call 856-7558 for inspection 6y the Environmental Engineer, ) fertilization after permanent cover is established. 1' 2' ~r~
8. If site is approved, remove temporary diversions, silt fence, custom - l~j j, ~J
* A I : A ricultural Limestone - 2 tons/acre (3 tons/acre in clay soils) basins, etc., and seed out or stabilize any resulting bare areas. All Carr Ri -Rap v i Min. ppy g remainin ermanent erosion control devices, surh as velocity y P _ . Fertilizer - 1,000 lbs./acre - 10-10-10 g P Side of S illwa - - fj and 6" Minimum
- e - 20% anal sis dissi ators, should now 6e installed. P y 1' Min. Freeboard Superphosphate 600 Ibs,/act y P s with De th Thickness
Mulch - 2 tons/acre -small grain straw 6'aries with Depth Anchor - As halt Emulsion ®300 gals./acre 9. When vegetation bas become established, call for a final site inspection Flow P ~ of Ditch P ~ ~1 'tch ~
6y the Environmental Engineer, Maria Cox. Obtain a Certificate of 2
Completion, Class 1 Rip-Ra SECTION .
SEEDING SCHEDULE 1' Varies A'ith Depth NOTE. Bottom of filter fabric must 6e placed in trench and secured by either backtilling NCDOT #5 OR X57
N ONTROL NOTES: i ~ of Ditch EROSIO C Shoulders, Side Ditches, Slopes (MAX 3:1) Notes: STEEL POSTS with soi( material end tampix~,g or by lacin washed stone to a height ot" Washed Stone
1. AI! Land disturbing activities shall 6e conducted in accordance 1. The ditch Shall be cleared oUt HEIGHT 8" above round Level.
with Wake County Standards. r~-henever the sediment reaches MAX. WIRE FENCE HOG WIRE g 3 FILTER FABRIC
Date ~ Plantin Rate 1 2 the total de th of the ditch. - 2. All tam orar erosion control measures shall he maintained ~ P MIN.
- ov 1 Tall Fescue 300 Ibs./acre P y Aug. 15 N in proper working condition during the period of construction. Nov 1-Marl Tall Fescue 300 Ibs./acre ,2. Class Brip-rap may be used to 2 ~ B017'OM OF WIRE FENCE AND Notes: FILTER FABRIC BURIED B" Applicable at alt points of ingress & egress until site is stabilized. Fre~luent
& Abruzzi Rye 25 lbs./arse construct stone silt check dam. ii CN EXCAVATED TRENCH. checks of the device and timely maintenance must be provided,
Mar 1-Apr 15 Zall Fescue 300 Ibs,/acre STEEL POSTS DRIV~'N 16 INTO GROUND. 11 II
Apr 15-June 30 Hulled Common Bermudagrass 25 16s,/acre
Jul 1-Aug I6 Tal! Fescue and 120 lbs./acre
Browntop Millet 35 lbs./acre rop of aem ,•_,•,,r"sn.re,an. or Sorghum-Sudan Hybrids 30 Ibs./acre rop or 6leratlon of storm water o•-o'xtn.
_ Cep Top of Plpe B" PVC or B' PPC Riser sth slate
SIO P.S 3:1 t0 2:1) 1' Flood Storage Zone S' ,n,y a VELOCITY DISSIPATION
~ 9' Sediment Storage Zone 9' xmeed le' +i~
Mar 1-June 1 Sericea Lespedeza (scarified) 50 tbs./acre ~ PVC (xo sr°t.l APRON DETAIL
BG I.B' Ysr. Sed/ment Depth '~r'`~'
(Mar t -Apr 15) Add Tall Fesr, ue 300 Ibs,/acre r~rp 6r1°nde 7b roe of E~ot dfops _ gee Nofe f ~ - NOTES:
(Mar 1-June 30) or Add Weeping Lovegrass 10 Ibs./acre /e ~.t,rd stone Pater r. rop of slot, (Mar 1-June 30) or Add Hulled Common Bermudagrass 25 Ibs./acre ° Q A 1. Apron lining may be rip-rap,
June 1-Sep I Tall Fescue and 300 lbs./acre Sectlan Thru Basin and Filter grouted rip-rap, or concrete. 9d o
Browntop Millet 35 Ibs./acre 1- ~ 2. L is the len th of ~ a g
's~* or Sorghum-Sudan Hybrids 30 Ibs,/acre nporwm ° the rjp-rap apron.
Sep 1-Mar ( Sericea Lespedeza (unhulled-unscarified) 70 Ibs./acre - semmen. Pit t'a•
and Tall Fescue 300 Ibs./acre - rup Prufecuos D1fc6 and 9nq r~rp 25 Ibs, acre ~ aA~e rYln, ]'8'J 3. d= (see fes data section above) PLAN
(Nov 1-Mar 1) Add Abruzzi Rye / t~~ - \ 4. Dimensions are as specified
Services for additional information ~ Consult Conservation Engineer or Soil Conservation „ ~ La- on the plans. ~
concerning other alternatives for vegetation of denuded areas. The above vegetation ~ ~ 5. A filter blanket or filter fabric
rates are those which do well under focal conditions; other seeding rates combinations unlit turf, double or tri le rates. s.,n° t'r°'1 ~ , ' \ are possible. For a lawn q y P Notes: ~ ~ a _ 50' iii=_iuei d 0 iii=iii=iii= should be installed between =pi=~~i =iii=iu=ii the r1 ra and soil foundation,
1. Draw down riser ?haQ he B' SCR f0 rVC sin dean-nut Right-of-6'ay iii=iii=_i 0 P- P 00 4 ~T_~a_ii7_
*"'Temporary -Reseed according to optimum season for desired permanent vegetation oep .na slots. Slots shall De placed 1/B' son, 1' on Do not allow temporary cover to grow over 12" in Height before mowing, otherwise center radial around pipe. Verucei aa~ cola 24' lang. ~ / a B' ~ Z'-4' Base B' 20' ~ B' B' Bottom as ~S"ECTION A-A
fescue mqy be shaded Out. 2. The Tarp nand to protect the ~etr shell 6a the sdth epecllfed. The lettpth of the tarp ehsll 6r ercordint s'PVC,r/slots- / , ~ Shoulder - - ; Noted on lens FILTER RLANKF.T boulder Pavement Shoulder Ditch P
d to arsDs6le supp(f. V mWttple brps an to 8r use , ~ / , t east IZ'. 7Le v ttreem ~ \ then tuye eheD Dc lapyed a 1 F (USE ,~57 STONE " loge BEDDING OR GEOTEXTILE
1B" ! s6 e/l o.erh the dorasfreaID top. TLe toy \ ehalf ~ BO mil heal du4? eDrer Grpevline for U.V. 1 " er Ft. 1/4 Per Ft. 1 "Per Ft. •1 S ~YDERLLYER) per Ft. : ; , , 2~ PIPE OUTLET TO A FLAT ARIA
nelstanN. G7.n "B' lap-lkp pleslp°ter 1 P . NETS AND MATS s°. oaf.u . sesseule 0 C ~ , 4.! ~ ~ NTTH NO DEFli1 EU CHANNEL
CONSERVATION BENEFITS AND ONLY S~ P i ' ' ' NETS ALONE GENERALLY PROVIDE LITTLE MOISTURE CONJUNCTION A7TH \
ARE USUALLY USED IN SjjV 2'1 ' LIMITED EROSION PROTECTION. THEREFORE, THEY CUSTOM BA Le- o
AN ORGANIC MULCH SUCH AS STRAW. xo scALE ~ A ~ ~ A 0
EXCEPT WHEN WOOD FCBER SLURRY IS USED, NETTING SHOULD ALWAYS BE INSTALLED OFER D ~ o W
T'HE MULCH. WOOD FIBER MAY BE SPRAYED ON TOP OF AN INSTALLED NET. a e < b ' ' . a f Q 0~ d d OQ D 00 °
MATS, INCLUDING "EXCELSIOR" (WOOD FIBER) BLANKETS, ARE CONSIDERED PROTECTIOB
MULCHES AND MAY BE USED ALONE, ON ERODIBLE SOILS, AND DURING ALL TIMES OF THE YEAR. PLACE THE MATTING !N FIRM CONTACT WIT71 THE SOIL AND STAPLE SECURELY. PLAN
RESIDEI RESIDENTIAL COLLECTOR ROAD ~z" SF-9.5 A Superpave Asphalt Mix sE'cTlorv' A-A e" STBC, Type A or C FILTER BLANKET
INSTALLATION OF NETTING AND MATTING _ ~ NOT TO SCALE 1-i/2" SF-9.5 A Superpave Asphalt Mix (fISE #57 STONE
A: Bur the to end of the 'ute strips in ~ ~ PRODUCTS DESIGNED 1'0 CONTROL EROSION SHOULD BE INSTALLED !N ACCORDANCE WITH a trench 4 aches or more in depth. ii' r 8" ABC, Type B BEDDING OR GEOTEXTILE UNDERLINER)
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET-77PE PRODUCT USED AS A PROTECTIb~
MULCH SHOULD PROVIDE COVER OF AT LF,AST 30% OF THE SURFACE ~7fERE IT IS APPLIE ~ _ • suDtECT To sTANDARDS ouTL1NeD oN INSTALLATION IS ILLUSTRATED TO RIGHT. _ ~ rm PAr,E zs of THE Nc suRDltiTS1oN RoADs ~ PIPE O U1'LE1' TO A WELL DEFINED CHANNEL ~Ans
MINIMUM CONSTRUCTION STANDARDS
I, APPLY LIME, FERTILIZER AND SEED BEFORE LAYING T7fE NET OR MAT, IF OPEN-A~.A16 n B: Tamp the trench full of soil, Secu AND ENCIN66RRD FI6'LD SOILS T$STS. NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND FERTILLZER w,th row of staples, 10 inch ;
AND SEED SPRAYS spacing, 4 inches down from D ON AFTERWARD, the trench. _ WW W
ROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DO A71' ~ ~ ` ~ W W 2. START LAYING THE NET F
OOSELY ON THE SOIL BUT A7THOUT IfRINKLES - DO G ~ W THE GRADE. ALLOW NETTING TO LAY L -
NOT STRETCH. C. Overly --Awry upper end of lower strip ~ ~ P, CAL 35' Pavememt Radius B' 5 4' ~ ~
- PSLOPE END IN A SLOT OR TRENCH NO LESS THAN 8 INCHES as m A and 'B'. Overlap end 3. TO SECUFcC' THE NET, BURY TXE U of top strip 4 inches 2' 4' Base
DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN IN DETAIL, STAPLE THE NET EVERY 12 end staple. ~~~W E, overflow TOP END EVERY 3 FT. AROUND THE EDGES AAD BOTTOM. WHERE 2 STRIPS INCHES ACROSS THE _ ~ Bo tom as 12" CLA5S B No ed on plans RIP-RAP
OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE STAPLED DOA7Y THE CENTER,
EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES, o _ _ _ -lJ ~ ~ ~ - _ _ Slo a as Re ' $loee FILTER FABRIC
E NET. OVERL4P THE - ~ - = , 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE N W j . _ , , . , , _ ; . , ~ ~ ~ , ; D STAPLE EVERY 12 INCHES --Fo d of 'ute buried ~ + ~ s,•1 2
END OF THE PREVIOUS ROLL 18 INCHES, AS SHOA7Y IN DETAIL, AN D. Erosion atop 1 1 _ . - _ o OW THE ANCHOR SLOT. in slit trench and tamped, \;y~z~::=-:-_-; - JUST BEL double row of staples. _ - " , '~~~~~,~a, RIPRAP DITCH LINING DETAIL
2" SF~9.6 A Superpave Asphalt Mix* NTS
MAINTENANCE - " 1-1/2 SF-9.5 A Superpave Asphalt Mix
ECK FOR RILL EROSION, _ " ' ; - - SPERIODICALLY, AND AFTER RAINSTORMS TO CH __~r~--= ~~yr„~~;;~::_;,,::- INSPECT ALL MULCHE Place staples 8" STBC, Type A or C 8" ABC, Type B
DISLDCATION, OR FAILURE, WHERE EROSION IS OBSERyED, APPLY ADDfTfONAL MULCH. (F ~~~~L~~~=-----'--= MULCH. CONTINUE - f 1/2 to 0 feet apart WASHOUT OCCURS, REPACK THE SLOPE GRADE, RF,SF.ED, AND REINSTALL ss required to keep the jute 2'-0" Min 2'--0" Min
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED, 7 ~ ;;;;;t~Z;:~ tirmly pressed into the soil. -==-r=--r- Sabject to standards outlined on page 23 of the a e z3 of the N. c. Top 1Vid t11 Pg
~;1;',~__ Subdivisions Roads Minimum Construction StandaJ ~ructioa Standards Direction of Flow
;;~;~,`~;;22;:~:'~" - and en meered field soils tests. +0.28 - - g 18 ° Min .1 germ
Face - - T 3~ ~ j
C r6 ,18 7 w W ~~22~22~;;~;;, , TIPICAL STAPLE ,jj 1. of u I +0 ~ _ _ - Gauge wire - - - ON 3. T C CO .f C A
8 +0.028 W W W o +0.13 -0.15 I W W o - - Exlst, or -0,04 _ W ~ o ~ ' -
Proposed X0,25 _ - PERMANENT DIVERSION SWALE DETAIL
I _ - NO SCALE
3'-0" 3'-0" b'-0" 3'-0" - _ _ - mrl
- I Ili-~ ItN' ~ ~ ,iiF-ii i - i~ ~ ooaooooaaanoooo
action -m A. Curb & Gutter S oo° ~ CA$0 °ooo
5'-0" F. Press ends of jute 4 inches into the soil Var. B'-0" 9'-0" around structures sad staple securely. o° 4`~ l1 00
Pavement Shoulder o° o Essl'°°~ ~ o, o ~ ; °oF o,~. y a
Aridth Width +0.25 ~ B' 4 Liner should 6e installed using two 4 ft. ° : ~'c SEAL a
+0,18 widths with s 1 ft. overlap. This would o L-2845 0 G ~e ~ ~ ~ O O O n Cb1
+0.08 give t3 ft. total liner width which would 0.02 -0,02 be centered in the ditchl/ne. 9 ~r
-0,08 OOa~UU ~ ~ o.a. ~ X100 0 0 e 0 o°01f~ T~gaooo
1'i I `0 f 8 ~ 4' 00o M• o
oooooaou
'0,2.~s ~1 ~ ~
3`°• DETAIL FOR STABILIZING CHANNELS c 01- - I I -
B. Shoulder Section ` WITH JUTE THATCHING Revised: 08-18-03
Driveway Turnout Grades No scacE 327
\ DATA\ LW7fS-1397\ DETAIL-2.d wg Sheet 2

1 ~ fIP~ ~ '
Zoned: R-30
Present Use: Residen tla] ~ fIP ~ ND Ji TE. mm ~ NOTE: NOTE:
\ y T. Riley Flood G a a to ~ 70 p Deed Book 8954, Pap ~ / ~ ` ~ g. 1104 ~ ~ ~ Ha ~ • shall be rt A ]0' a 70' Si ht Trian le All Drai Waterline Plan For g g nage and Utility shall be reserved at all easements shown hereon
zard Soils street rote 5 p Book of Maps 2001, Pa e 825 ~ Willow o g ~ ~ ~ . street intersections as shall be permanent and P11aSe One and Two
ti ~ ~X ~ shown hers Sprin s ~ EI \ shown hereon. Public Dedicated.
N~ 42 ~ : ~ \1
t` \ N ~ . / ~ . ~ ~ ea o w ream 1 S ~y
\ x,65 z ~ Site ~ ~ \ ~ ~ : ~ s \ D~p9B0B000p~O Panther B1"a
~ ~ . oa oo n ch To wns11l Zoned: - o CA o P Wake Count NC R 0 ~ oo RO oo ff , y~ \ r° o l -
n ~ ~ ~ ~ `y A sent Use: 0 4 , , r Seale.l - 100 . ~ ~Agricnlture ~ o o , •ESS . o Date. 04- - b F to , ~ , 30 03
cn h ~6y rp ~ ~ xo ~ L ' ~ \ \ ~ ~ ~ ~ \ Tar ~e7 ~ 1 ~ ~ ~ Tar b ~ ° ~ _ ~e1 Developers, Inc. y. o P.,~.N. 0696.03- ° ° 24 4276 .a ° Zoned: R-30
. ~ ~ ~ ~ Deed Boo, ~ ~ Deed Book 9524, Page 1781 ° SEAL ° ° L-2645 °
- ~ 8 ~ ~ ~ ~ ; • ~ Baok of Ma ti4 2 ~ N ~ ~ ~ ~ 1' A Book of dfa s 2002, Pa a 2123 ° P g ~ , o C 100 200
~ a~ ~ ~ ~ ~ :X~ ~ N 0 ~ N ~ oo ~ SU ~ oo GRAPHIC SCALE
6~ ~ ~ ~ Zon~cH; R-30 erg ~ v ~ 00o a e'ti ao o . ~a o0
~9 ~ ~ ~ ~ ~ ~ ti ~ o Present Use: iden ~ ~ z7so o ~ tlal ~ ~ . ~ ~ - , ~ k' ~ O~~h M. ep0 d~aooaaao0a PREPARED BY
o G Fred H. Adam , Jr. ~ ~ ` \ tioo o ~ ~ s ; ~ ; \ ~ ~ i'
Deed Aook 8952, Page 402 p8 ~ ~o t+g ~ ~ c ~ ~ y
o'p ~ ook of Ma s 2001 Pa e 25 ~ ~ ~ ' ~ ` ~ ~ ~s ~ ~ / PROFESSIONAL LAND SURVEYOR P,A. r
h \ ~ , ~ , y ~ a , ; , a, a ~ cr 98 Depot Street, P.0. box 730, A.n ier N.C.
m ~ ~ ,x g 27501 ~
~ ~ [phone] 919 639-2602 ( J FAX ~ ( ~ ~ .o \ ~
y PP O L ~ v ~ ` -r 4'+ y " ~ ~ , . ~ ~ o
VICINITY MAP ~ ~ o ~ . , ' . 0 0 ~ L%' ~ ~ `h k~ ~ ~ ~ OfYn er De vel o er
No Scale ~ o ~ I . ~ y~ ~ ~ a ~ ? P o b ~ ro I
b g E!P ~r,' ~~j ~ r ' ~ tier ~ o / / ~ ~ k .r \ ~ ar ee . \ ~ N , eve o ers ~ ro
~ 9° ~ ~ 1 / / ` ~ ~ ~ ,1, ~ ~ ~ 466 Staneil Road, An ier, NC 27501 -
~ w eZe / ~i ~yta / 4 ~ g (919 639 2073 I ~ /b ~t 4 i 1~
o a 3 , ~ ~ , . o~`g ~ ~ ~ ~ o ~
~ e~ ~ , 1 o ~ ,y i .063 Ac. e~ / e~~ > , . ~y-s;W-.---..,..~ ~ C ~~l 1. ti ~ ~ ~ I
~ / 5 ~ £as PP Im rvioue Area /t / ~ ~ ~ ~ ~ i ~
/ ,D00 aq, f!. / 6 /Jv ~ J \ 1S / , ~ / / O ~ / ~ ~ : ~ ~ .y i
/`,Q , / / impervious Area ~ /~Q~ / ~ +,800 sq, ft. ~ A, , ~ ~ , ,
EI ~ r, / ~p / ~ . ~,P / / fPK / ~ ~ 3 Q / 3 a , ~ _ , o / _C leg-z e ~ . ~ WATER SYST ~ EM ONLY DESIGN bY.'
~ 0.842 c, ~ 0.567~c~"~ , k ,k. ~ , ~ ' .'r ~ DEVELOPM r , I ENT CONSULTING SERVICES, INC.
~ + p o5 ~ ? eS ,w, M1 Imperv/o a Area ~ 04 ~ eS ~ 310 SU y ~ ~ ~ ; ~ ; MMERS WALK CIRCLE
\ ~H +,soo eq. n. ~ ~ 44 \1 ~ ~ ~ ~ k- 'k .I GARNER y , , , - ~ ,NORTH CAROLINA 27529
a S! n f seme - I1 @ ~ 7 \ 9 \ set, ~ w ~ 1 j o ~ \ v [phone]
~ ~ \ v
P CB-4 CB-3 ~ 0 1, k ~ ~ r~ i
~ ~ ~ n . OFF _ I d .535 Ac. 35 Ac. A
a - _ 7-- 1' 1 C/L Intersection ~ ssE~ ~ 27 I ~ ~ ~ ~ ~ I
A I ~ ~ 4 lmpetrtoue drn N (mperrlow a 'L ~ \ I ~
~Q TBM Elev. = 298.5 \ Sign Ease nt 0 ~ I +,coo aq. ra +'D00 aq, \ .'~;f sea oetou 28 552 c, ~ R \ I v ~ ~ ~ ~ \
\ ~ 29 / m°j 26 " \ ~
0.692 A,~ --1 ~ 0.628 A ~ ~ 0'14-~4 y`~' ,o - ~v' I \ ~ i ~ ; ~ ~ ~ 1
\ w ~ o ° ~ ~ ~ 6 v ~ ~
Impervious Aree Impervleua Are 'ti + ~ ervia +,800 aq, ft +.800 eq. lk~ I R0' + ~ " .544 ~ \ ~ \ b !mp us Aree d " Impervl s Area 44A o~ ~ s ~ ~ ~ \ I Impervl :Are. E / ,
~ +,eoo eq. n ~ l4 t,eoo . rt. 1,800 . ~ ~ ' ~ \ ! / ~~aB, ~ v- . ~ \ 5
~ ~ ~ ~ 'y / ~ ~ '°e o Ot~i' r~ , ~ ~ v
\ ~ 1 ~ , 0.519 Ac. ~ 2p / 2p ~ ~ y \ ~ / ~ ~ Y ~,k~ ~ A I \
~ / ° 4,800 ~ R. e \ hnpervlova Atxa ~ / _ / ~ 4 \ 1,800 eq. rt. impervious Area ~ ' \ ~ ~ \ 7 v \ ~ \
~ ~ \ /,800 aq. tL ~ ~ \ O.5OA \ ~ \
\ impervious Area \ ~ - Q 1,800 aq, ft ,0\ \ - 24 ~ d Imps G d Impervleua ea ~ ' ~ \
GC~:~-3~ \ /mpardoua Area ~ ~,r\ , \ ~ \ 1,800 eq. lt. ~ a \ \ '.',516 ~ d 1,800 aq. ~ lmprrnn . A,ee .'G ~ Z ed: ~ d 1.800 . n - „ ~ R-
Presetrf~ Use; A ' u ~ ~ 19 g3x~ 1 tu~ ~ ~ \ \ a, r - - , . ~ Presen e: Agricul~e
.R.'D, Tunstall H ' ~ A ~ ge 6 ~ ~ s 18 0, 547 Ac. 9 Ofi ~ - - \ CD \ \ ~ r• ~ 8 ; ~~''X' ~ Fra ce S r• FISh
Ill Book 1870, Page 0 a / ~ i Q, ~ ~ 0 ~ ~ \ \ ~ lmperdoua Area Pte' ~ \f' 5 Ac. S ~,aoo . n. d Boa ti 8, Pee 740 o-re a 7~' . , t g 0. 31 Ac. • ~ ~P ~
0~ ~ ~ o ~8 \ \ n 23 \ ~ Y
~ / ~ Im erviuua Area \ \ 0.518 Ae. P ~ ~ ~t ,k
~ +,800 aq. ft. \ \ / o ~ 4 ~ \ .o\ 4w ~ \
x 20 ~ \ \ ~ i ~ ~6 Cons cted ~ °re A~ I ~ ~ ~ 1 ~ 0. 65 Act s . e \
_ ~ ~ \ ~ ~ ~ 0.546 AC. m ervloue Area 22 ~ \ Channe \ I'.... erdou Aree ~ ~ 1 'SF' p ~ LS-1 Fo • ~,ooo aq. ~e~ I
+ 0
~~j d~ b ~ 1 s ~ a~ / 1 1 .521 Ac. , c . so •
a \ p o ~ / 1 ab ~ ~ / 1 e a ? s \ 0 ~ ~ Impervteua Aree
~ ~ a y 1 vr; 0 f0 2 1 Imperotova Aree 1 ? G \ 4800 e . ft A Q ~ ~ V ~ q tle ~-{m oua \ \
~ 4~ CD y 1 1,800 aq. !t. t t \ ~ to ~ 1 `t' ° ~ ~ ~ e` ~ • . Ap rox. 1 0 1` r ~ e • ~ ~ 0.558 Ac. '
~ a ~ 0.581 Ac. ~ b ? 6 " 14 ~ Sewer Easement ~ od Lilllllf aalte~
_ ~ \ \
e Imperrloas Mee SI Ease n! 0.560 A \ Imperrloas Mee _ _ - - \ ` \ 1,800 e . fG . 9 fmp ua Area 1 fmpervloua Area
5e Detai - j~'g 00 a . ft. 1800 a . ' ~ o q q lt. 12 ~ r \
1 q \ sjl / Eg Lii \ \ \ , ; „ hay 275 ~ ° ~5 ~ 0.571 Ac. CB stracted ~ o ~ z ~
gED ~ ~ / RppO Impervious Ares\ \m lmperdova Aree ~ 0' ` \ m 1,800 aq. n. hanrl~ ~ p.531 Ac. ~
~ F impervious Irea \ ~ 6 6$O A ~ \ a Q~ +,000 sq. fG \ q4 ~ ~ ~ 0.680 Ac. ~Ro~ • 1 a
C/L Inl'`ersection s 8L sy ~ \ \ Assn ~ 16 \ ~ ~ ~ / °s~o ell Lot ~ ~ ~ LS-2 ~ ~ ~ ~~r e ~ 1 ~ / ~ ~ ~ , ~ ;V '°FC tp~ • .020 Ac.
TBM Elev. , dCB-7 \ \m ~ ~ ~ v ~ / ~ ~m / , ~ ~ k ; ~ T ~ ~c' ~ / • L vk o ~
~ 0.556 Ac. A ~cti 0.557 Ac. \ \ ~ ~ ~ AC. ~ ~r; ~'...L.:~1; ~ . ,k ~ ~ Impenlove Aree ~,t ~ ~ ~ / / ~ r ' ~ ~ ~ 0,000 eq. fA ~ ~
~ \ a r ~ ,a; LS / \F ~pF / ~ ~ ~ / / ~ .k?~~
o / % ~ ~
~ ~ X t?~je ~ \ ~ ~ , ~ bo ~ A. ~ ~ r ~ Zoned: R-30 ~ ~ ~ . ~ av~° ' ~ ~'1' ~ ~ ~ ~ • ~
l ~ ~ . e tip/ ~ , . ~ ~t Inpervl~ area / ~ . ~ QA00 aq. I?\ ~ ~ s ~ ~ Aa `k~ , ~ tar ~ ; Present Use: Agriculture rl~~ ~ y~ ~
x. R ~ ` ~ ~ 5, ~ ~ S s i p - ~ n Perman ~ i o~~ ~ B V:~ ~ 5 ,f Frances S. Fish of y" i ~ k Book of Maps 2002, Pa e 2123 ~ ~
~ t...0 en S ac ~ P...~ P ~ ~ r
~ ~ ~ ~ S ,k
v ~ \ o A ~r ~ ~y Pond X ~
\ ~ o y ~ A ~ f ~ ~ ,Y ~k~~'
r ~OOd c ~1, .Pond v; ~;r
\ Zoned: R-30 y''~,~. Hazard ~ '
Press t Use: rice ture~~ ~ ~ sons v`~ g - v v X i~ ~
J & Adam LLC ~ ~ ~ ~ , , ~eed Boo 7788, P e 44 0 ~ \ k ~ ~ , ~ ~ ~ `k . ~ ~ ~
g \ p~ v . ~ ,v ~ ~ v ~ ~r ~ " ~
~ y~ ~ /
~ ~ of Mill .Branch
~s • s~ ~e Pro r pe ty Line Y / / ~ ~ ~L~'' ~ v ~
\ ~ ~ \ Zoned: R~(L- ~ / / ~ s- l
~ ~ e xe` nt~Ise: Agriculture
\ J t cal-Atl s ~ atfs ; -~L~- e- i \ \
~ ~ \ ~ Book 7798, Page~_---~ ~ ~ \ \ \ \
s.R ~ \ / \ \ / \ ~ \ \ ~
~ ~ ~ ~ \ ~ ~ \ Q-~ ~ ~J.. ~ ~ ~1 i \ \ ~ ~ r
~ \ ~ J ~ ~ ohs ~ ~ ..J \ s so ~ ~ ~
~o' ~ ~ \ ~ art \ 1 ~ R ea ~ ~ (Pub6'c~0
\ S ~ ~ \ ~ ~oQ ~ ~ , ~ ~ ~
~ ~ ~ so' ~ ~ ~ ~ ~ R .~.r--
~ i~ 1 ~ ~ ~ (Pub . A' ~ \ (Pvbfi ~ ~ Reference
. \ ` ~ I~~~~d J I J uccu a,vvK ni/G4, rage 1 /al
J Book of Maps 2002, Page 2123 Others As Shown

1
327
DATA`LRPD-1397` WATER-PH3.dwg,
Sheet 3

~1~'j , ~ ;
fIP~ ~ ~ \ Stream Crossin Plan For 0
1 Zoned; R-3(' ~ NOTE.• ErP \ . NOTE: ~ ~ T 2 NOTE.• ~ 2Q till t i
~ ~ A 10' ~ 7 Present Use: Redden tea] ~ ~ ~ ~ k ~ Flood ~ shall be t A 10 x 70' Sight Triangle All Drainage and U y Please 7W~ all be reserved at all easements shown hereon ~pjER sh (l,' ;
Jemmy T• Rile, ~ ~ rd Soils ~ • e t ; t ~ ~ HaZa sir e n De street intersections as shall be permanent and e ~ ~ ~'!~C~)'}''~ ~ ,
~A ed Book 8954, Page 1104 ~ A ,r~~ ~ shown be. h ~ Book oP Maps 2001, Pa e 825 ~ ~ ~ ~ ~ Public Dedicated. q ~~j~~l shown hereon. ea o w ream 1 s
5 ~ ~ E! O o ~ ~,k ~ ~ Willow ti ~ ~ 'r" ;1
Springs \ ~ , NC ¢z ~ I \ ~ ~ ~ Panther Branch Tojtirnshi Wake Count , NC P y 5 o~~~g9B900BBpn~ ~ ate: 04-30-0~
N ~ ~ ' ~ v ~ o o Scale.l 100 D o CAIl o0
15' ~ y V V A ZI o° Ol n zoned: R- o ~ ° r 0 9G.03-24-4276 Zoned: R-30 °o ss°°~o P°LN° 6
5 1 \ sen t 2gsd 2 S1 to ~ , ~ _ \ \ ~ sent Use: rlculture ~ o ~ °°oF~ Io y o o e ~ , o U !OD 200
~ o ~o ,~~59 Tar ~e ~ ~ ~ ~ N ~ 5 / . ~ ~ , Tar del Developers, Inc. o e Q SEAL ~ o
~ aB ~ ~ ro V \ k~ L " Deed Bo ~ ~ ~ ' ' ~ ~ Book of l Deed Book 9524, Page 1781 o L-2645 o GRAPHIC SCALF, s 2002 Pa e 2123 a °9 ~ ~ ° Book of Map g ~ °•9,~ o
~ ~ ~ 2O ~ ~ - ti- " ~ ~ ~ ~ O ` ~ ` SU ti PREPARED BY
~ - ~ , v ~ oo rlo ' ~~ti o° 00o hn ~1g• o00
2784 2758 ~ L - - ~ ~ ~ ~ \ k \ ~ ' ~ .S N ,k ~ ~ °oo M' o'~° /OOE0~~9~ r---
o A ~ er ,.1 ' ~ k- ~ N a ro a R/W zone R-30 ~e \ ~ a ~ ~ ~ ~
~ ~r ~ ~ ~ w A ~ 6 ~ Road ~ Present Use:~idential ' ~ ~ L~ - \ i' PROFESSIONAL LAND SURVEYOR, P,A. \
ti~ N ~,~9 ~ • ~ Ae ~ y ' • x ~o ~ 7so Fred H. Adams Jr. ~ " ~ ~ ' • ' o. z o s ~ A °o, / 98 Depot Street, P.O. Box 730, Angier, N°C. 27501
~ T Teal Si n Easement a ~ Deed Book assz, Pa ~t4oz ~ ~ `~.'°~e ~ ' \ r ~ nor yP g ~ g \ ~ ~ ~ s 1~ ~ - 919 639-2602 FAX r ~ Revised: 08-IS-03 919 639 2133 ( ~ ( ~ ( ~
~6'p pg No Scale ti ook of Maps 2001, Page 25 \ L y, ~ \ .0 I ~'r, o \ ,YX , \r. \ ae .a cS Revised: 09-02-03
~ Note: \ ~ ~ . - L ~ . k ~ ~ ~ , , A 10 x 70 Sight Triangle takes ~t` ~ ~ r , ~ ~ 7• ` ~ Revised: 09-05-03 ~ _ 0 wn er De vel o er
ti . , ~ over st n ea e en t. L precedence g s m ~ Revised: 10 2 03 .P ~ o -,,v ~ ~ ~ ar ee eve o ers
v A ~ ~ ~ ~ ~ ~ W ~ ,
w~ l Y ~ J' ~
VICINITY MAP ~ b ~ ~ 466 Stancil Road, An ier, NC 27501 [phone] its o ~ ~ ~
No Scale ~ N EIP 1 ,r; r8'~ N~ ~ I ~ . ~ ~ I
ti a Goff / A~ t ~ ~ i `1 ~ I
~ ~ to / ~l ~at~i ~ ~ ~ ~ ire ~ a ~ , ~ . \ ~b o ~ I
et ~o ~er ~ 2 ~ - ~ I Total Disturbed Area In PraJect - 1.0 Acres
-~1 ~ / , o / F/ b 7 ~Ker k / .063 Ac. o e, ~ I ~ y, k' ~ Area includes road ri ht of wa 15 construction
~ ~ ; ~ , I limit, Spoils areas, Constructed drainways,
Im oun Area /1 / ~ PP ,soo as, n. / e/ I and sediment filter basins. ~ ~
~ / / ~ ~ ~ / t i g2 ~ ; ~ NOTE:
VV~ i V / / cc` ~ ~ ,5 ~ 9 ~ k` ~ I It is the grading contractors responsibility
0 1~ . 0 m ~ / ~ / ti ~ ~ ~ / ~ , ~ ~ ~ , I to keep all disturbed soils within the 1.0 Ac.
EI / ~ 3 ~ L ~ k ~ I deli Hated as construction limits.
a ~ r ° 0.842 c. latperdou, w,~ S \.1,800 aq• !L " I ~S` ~ : 1 ~ ~ ~
M :D tmperslo s Ilea ~ e Ivan eq. n ~ ` - k~ " r~ k`, I It is the radin contractors res onsibility ~ , g P `a-'~~ , y~ " ~ ~ to have the appropriate utility companies
o S,gn E~seme ~ 1 \ \ ~ ~ ~y' y' locate any underground utilities before
~ y ~ See D foil ~ ~ \ I ~ proceeding with construction.
~ I
- ~ CB-4 CB-3 ~ ~ ' ~~n' ~ 1 \ 0.535 A . ' I 0.535 A ~ , ~ ~ I I NOTE:
~ ~ \ 1 tmpe ova Area ~ / ~ ~ 1,80 . ft oue Aree ~ \ \ ~ 'p~, n I 15 Temporary nstructlon Easements shown r
a ~ 27 1 w C L In tersectron % ~ ! 1 a tmpeMova dree ~ ~ I ~ hereon were- sed to coin ute the disturbed ' ' ~ \ p o < v Brea for~the ro'eet. All disturbed areas are
\ 1 ~ IHOOa.It e? v = 298 `;~;~`'~Sign Ease nt 0.552 C. l $ q 00 TBM EIe , .5 1 ~ ( sae oetoll 28 1 !qv ~ 1 ~ , \ I ~ P J
\ \ ~ Ia 26 " - t~~within said easement limits. \p ~ ~ ~ I
A s.~ 29 ---1 - 0.692 Ao...- 1 v 03141A
0.628 Ac. 1 1 \ w 30 ervluva Are 1•q ~ .5s ~ V oA ~ . ~ I e/ ~ ~ ~ A I
O, tmperriou, Are, p 1 \ O 1 800 e . IL 1800 aq. lt.l ; + Impervl ua M .544 A . ~e / / \ ~ ~ ~ ~ I Imperil ua Area E~ / / ~ \ \
/m errlou, , ~ q 1800 . ft. / ~ b •a, p ~ 1 l4 y , /,800 . fG / / \m „ , ' \ r Q~ 1 . 0~ / 4 ` ~ ~ . ~ ~ 4~
~ ~ a I,eDn eq. n l0 25 i~ i / o. ~ ~ ~ NOTE:
~ ~ ~ 1 0.519 Ac. 2~ ~ ~ ~ ~ ' ~ 20 ~ : s ~ ~ ~ ~ , ~ ~ ~ ~ ~ \ t ction of this ro'ect / ~ ~ ~ i During the cops ru ~ p J
\ 1 \ Gnperrloue Arc, O perrlou, Are, 1,800 a . h f \ ~ ~ ~ ~ an iron stake is set at a 15 offset from the
~ ~ ~ ~ G I,D00 eq. ft. \ \ q lmperrlvve Aree ` ~ ~ \ 1,800 aq. R 0.5 0 A . ~ ~ ~ ~ ~ wa corner of all lots. _..a I actual front (right of y)
o.A \ °a \ \ 24 oa lmpervfee, ae ~ - ' ~ After the street side slopes and or shoulders b800 e .'~i ~ _ Y ~ . q. ~u,,a .tee ~ Z ed: R ~
. \ rd~ \ ~ v~~' ~ have ~ •°^Ied and stabilized, Iron stalks ~ ,,goo . n ~'~~-y Presen e: Ag1•icult~e ,
f 7oi/.en: -30 Q' tmparrtnua Arne rjS9td \ \ I).516~e-~ d . ~ wi[l be set at all corn~,rs as shown hereon as is a. ~ Fra ce S, Fish
Preselrt' Use: Agl~ultur~ ~ ~ ~ 35 n ~ ~ 18 0.547 Ac. CD ~ ~ ~ ~ ' ` ` ~'r" ~ ~ x ~ in accordance with Title 21, Cha ter 56, 8 ~v` / ~ wit IP eed Boo 61 8, Pa e 740 p 1; i ~ ~ \ ~ ;k ~ Section .1602, Para rah c of the Nortll
\ \ .R.~D. Tunstal] H~~•s m 4 Z f \ (D ~ Q lp ~ tmperrfoua Area d 1111 Book 1870, Page 0 z ~ 0. 5 AC. rmp"~°~' ~ co \ \ ~a 23 I,eoo ,q. n. ,lava Are. a 0. 31 Ae° ~ \ ~o aq. n. ~ ~ ~ ~ ~ Carolina Administrative Code. \ V ~ kI `,v i--
\ ~ ~ I,D00 ,q• \ \ CD m 1
av ~ ~ r ~ \ ~ !m erNou, Are. \ \ 0.518 Ae, / r'a ~ ~ ~ o \ v
\ Ipao rq, m \ \ ?v'~~,~ 9or ~ p ~ ~ ~ ~ '~yo Ng . Q ~ I A
~o \ \ I ~ 1 \ 0. 65 A Cons acted ~ ~ ~ ~ Mus j Channel' N
I , \ ~ \ / ~ I ~ ' I ~ m 0.546 Ac. 22 Impervlo~Arce L..7-1 \ OM O/~~ t,880 aq. ~7f V t ~ I ~ Y " Y~
I qq I I \ ou Aron f>a I ~ I ~ ~ ~ ~ 1,800 aq. IG 22 1Q ~B-5 ti I ~ P p
1. , ~ I \ tT + + 5 .t cobo=`} / 1 .521 Ac, , c .1 Ac° , o 59-A~ ~ 9 ~ ~ J ~ r. F s O
8 , 1 e5 Gp 1 1 ~ a4 I ~ l+ I I ~ ~ ~ 6 ~ a4 lmpeMew Aree ~ ~ /~O O / ~ l,800 eq. fL e ~ / O 0 '~fm 'ova Aroe .
~ I I I y ~ ~ Imperolou, Area 1 6 ~ s~ 4,80a 0 eq.'fL~ \ Ap rox. 1 0 Y r ~ » O it J fY -1
•tie ~ ti ri ~ 13p, \ ~ ~ Ieoo,q. rG 4 t i ~ ~ ~ ~ t~ 0.55p Ac. ~ w ~ _ / ea; Od LIIITY,t bi ~ ~Sener Eesem - ~ ' , Q D D tTl
\ J ,0, r Q4 ~ p4 i i ~ ~ 0 4 ti ti ; a ~ 0.581 Ac. ~i n ;vYr' ~ ~
nn~~ o ~ 0.560 A .
O ~ I~ b j Y l 1 + ~ e~ tmperdova N TE~ I ~ , ~ , I ~ /v I,aoe ,q. lmperdoua Mee Imperrloua Area ~ ~ \ \ 4,800 aq. fG Impe ue Area 1,800 eq. h ~ \ ~
n ~ : ~ ~ r \ Slleet one I ~ a SI Ease n b D \ This plat rs a constructron plan cover y. ~ , ~ ~ s° Deto, - llfls \ o ~ \ e \ \ 0 eq. ft ~ 12 ~ ~ ~ ~ \
t snot conform to G.S.47-~30 as amended and rs ~ + ~ + a ~ Sh \ 275 I doe I I A a \ ~ v i \ / 0°571 Ac. CB ttstructed a ~ \ 2'~5 hanm~- 2 ~ ` BI;FORIiJ YOU DIG! \ / Imperdova Area i ~ 0.531 Ae. i ~
, d I I I \ ~ recordation. ~ + I ~ ImpervlovaArea\ D not rntended for sales or I,D00 eq. Ik \.~y ea Aree\ ~m~• , ~ - ~ ~ ~ CON PACT ON1; CALL CENT I;R
I~ x v Due to the eneralized nature of this plat, the tm}orooaa~~. \ ~O.t q. ~ ~ ell Lot ~ \0.680 Ac. , ~ ~ a -f300-632-4949 \ as / _ yJ k ~ ~
. ~ \ lots shown may ar may not represent actual lot layout. Rrparran Buffer Detarl •s c ion ~ 16 \ C/L Inter e t \ \ ~ LS 2 k ~r'~~ ~ 01.020 Ac. ~ ct, •25
'vision Mats for final lot Not To sale - CB_7 v v~~ of ~ to recorded subdr C~ R er 1 TBM Elev. ~ ; ; \ \ / ~ \ ~~N ~ ~ ~ yw ~ / 7mpervlave dreg \ ~ ~ ~ ~ v v" ~ ~ 6,000 aq. !f. ~ .
0.55 Ac. an acrea es. ~ ~ •2 0.557 Ac. \ + dimensions d g ,a ~ 55 Ac. A ~.y~ r y.~.-... ~4. ~ ~ ~ 1 ~ m / ~ ~ / ~ - i o eview. 05-29-U3
NOTE; \ a ~ v v~~ ~ ~ x ~ ~ ~ , ~ ~ Date Submitted f r R x ~k. k~ ' ~ ; V ~ ~ ~ ~
i 'an Buffer shall be measured ~ n ~ e} LS ~ \ R part \ d / 0 AZARD STATEMENT s ~ ~ ~ ~ ~ ~ \ FEMA FLO D H from top of bank. If no bank exist, ~ ~ X~1~.~ , / ~ ~ 50' ~ 4 ~ ~ ~ ~ N.C•D•O.T. Approval: \ \ ~ Zoned: R-30 R• a v x ~ ~
A portion of Lots shown on this plat s ement shall be from ceneterGHE- a' ' ~ te~je A men, ur , _ ` \ ~c ~y / v mar, ~ '~a ~ ~ ~ ~ Sediment & Erosion A royal: isa~ Present Use: A riculture rlan ~ ~ ~ ~ PP ~ i g 'v=~. ~
are located within the FEMA 100 year \ \ Of f10w. ~ A,' fmpord~~ree Zone 'AE", Flood Haaard Area es shown \ \ \ 1111 e,eoo eq, rl`~ / ~ }io ~ ~ufp ~ ~ \ Spn Frances S. Fish er ~ ~ `k%'~ NOTE:
B3 C 0805E '27J~--~-~--. ~ ~ , ~ on FEMA map No. 971 x. Rs ~ i ~ i20 ~ ~ ~ book of Maps 2002, Page 2123 ~ • ~ e ' inar Plan" until letters of 7hls 1s a Pr I1m ~ , ~ ~ ~ ~ °Y
c 1982 ~ • ~ Ferman ~.Q en S aC i Effeetfve date: Mar h 9, \ t P` P ~ J ~ \ ` a royal are received from the above agencies " , ~ PP
~~Note _ ~ \n ~ ..y ~ s . y ~ y and the dates of receipt noted hereon.
Finished floor elevation shall be 4 feet above - ~ ~~e ~ ~ ~ ~ ~r ~ ~ ~Y Pond - \
the to of the bank of Catcall Branch. ~ y Fond \ ~ ~
\ \ o~ ~ ~ . d ~ ;r" , Flood j,y r ~ ~ ' y'
o ~ ~ Hazard ~`ENERAL NOTES. TE; zoned: R-3o ; ~ ~ ~ - . > ~ ~kNO \ \ d y, sods ~ / ~ / ~ \ ~ ~ V v \ y~ v ~+r
There shall be ND fillip or the erection of - g \ Prase t Use: rice tune ~ k1,~ ' ~ - ~ , ~ ~ ~ & ~ y
ALL EkIST ING - ~ ~ 1. CONTRACTOR SHALL VERITY THE LOCATION OF permanent atrnotnree in the areas of wake county A ~ J & Adam LLC ~ o ~ w ~ y ~r'~ ~ V ~ ~ ~-v ~~'r' ~ ~
''0 Y DAMAGE Flood Hazard Soils or Federal Emergency Management ~ ( ' UTILITIES, AND SHALL BE RESPONSIBLE f R AN eed Boo 7798 P e 44 0 \ ~ - ~ , g ~ ~ > ~ ~ Agency (FEMA) 100 year flood zones until a flood d ~ / o i i - ..~-v, ~ ~ ~
RF,SULTING FROM HIS ACTCVITIES, CALL UTILITY LOCATION ~ stud is a roved b flake County and/or FEMA. \ \ y ~ \ ~ ~ i /
~ )N, y pp- y ~ ' of Mill .Branch SERVICE 48 HOURS PRIOR TO EXCAIATII (Section f-t zs(A)(B)J i~, nch l ~a h ~ ~ ~ / `4 /
2 ALL CONS1 RUCTION AND T S 's\ lie, Property Li.t~e ' MA ERIALS SIIAI,I, BE IN ACCORDANCE Before agniring a building permit for lots marked \ \
S NIJ SPECIFICATIONS. with an e ~lsterlsk the 6mlder ma need to obtain ~ - ~ WITH THE WAKE COUNTY STANDARD A ) y ~ \ _ ~ / ~ - \ - \ . 'x /
a Flood Hazard Area use Permit from Wake County \ ~ ~ ~-.~oned: R~Q---- _ 3. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. A \ Environmental Services. The builder's engineer, ~P sent~i7se: Agriculture griculture / ~ \ ~
\ ~ ~ architect and or surve or es a ro riate must \ \ f'- 4. NO CONSTRUCTION SIIALG BE STARTED ('RIOR T(I GRADING PERMIT / y ( pp p ) \ \ ~ J ~-~~~,~7`! , ~,-1`r,~-- \ \ ~ ~A ~ \ ~
certify that all flood requirements are met. ~ ~ ~ COUNTY EROSION CONTROL. \ ~ \ t>e~ Book 7798, Pa ING OBTAINED FROM WAkE BE o-~.
(Section 1-1-26(A)(6J1 Z. ~,R \ \ ~ \ ~ ~
\ \ 4y \ \ ~ ` / ~
Permanent 0 en S ace Uses ~ P P \ \ ~ ~ \ ~ ° ea ~ ~ \ \ R ~
Permanent Open Space is reserved for conservation and protection \ ~ h1I ~ \ ~ A cf Natural Hazard Arees and, \ \ d~~1S ~ \
~ Ro ~ ~ ~ Map Index for Meadow Stream Hills -Phase Two 327
' 'v or assive outdoor recreation o ortunities ~ \ $d ~ Frovtston of acct eand/ p pp 6p' outside of all easements, re arian buffers, setbacks, and/or ~ / ~ \ ~'/tp ~ \
P ~ ~ \ (p THIS DRAWING IS THE PROPEF~TY OF conservation areas e.., ballfields, playgrounds, tennis courts, ~ ~ \ ~ Ube; ~g ~ (p \ \ Reference \ ~ ~ Ubl~a ~ Deed Book 9524 Pa e 1 X81 »
_ t.. 1..... L..1 ti., ll .•..,,,-F~ 1, aamo..n mo/Lino Frnitc and \ \ ~ ~ Derr;_ ~ I ~ g \ ~ .S'TRFF,T A 1
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. 6FV,111,, , Imul" vaonca - wu u, . a . , \ \ picnic areas) either for the general public, or for the subdivision s \ Book of Maps 2002, Page 2123
' OR COPIED IN WHOLE OR IN I AND IS N07 70 BG REPRODUCED residents or employees and their guests; (Note: This does not Others As Shown DETAIL SHEET 2
PART WITHOUT PERMISSION. preclude a membership requirement or monetary charge for use of \ - WATERLINE PLAN . . 3
recreation facilities such as swim and or tennis club, as long as IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE subdivision residents or employees have an opportunity to join the
RETURNED UPON REQUEST. club or pay to use the club facilities.
DATA \ LAPB-1397 \ C06'ER-PH3. d wE

NOTE:
A 10' x 70' Sight Triangle
shall be reserved at all
street intersections as
shown hereon.
11
- / / Ja$eo_ n / /
Drains -e
20
i
26
i
CIL Intersection
Sta. 0+00(Street "A")
=Sta. 6+64.65(Shell Cracker Dr.)
Culvert P-5 Data
Total Drains a Area = 330.7 Ac.
Q26 = (0.3)( 4.17)(330.7) = 413.71 cfs
Q100 = (0.4)(8.08)(330.7) = 671.98 cfs
Te = 32.5 Minutes
Flog Depth = 2.77 ft.
96 IF - 4 ® 54 "RCP ® 2.009
Velocity = 16.22 fps
HW/D = 1.64 HW = 7.37
Max. Headwater Elev. = 267.87
:kwa ter Easement
Elev. = 268.87
� - I . - - I _� �_ � 11� I - -1 � � , �' � ��� �i -1; , I ('�
11
- - I
I , �
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1_ �
�t 4� -
Zoned: R-30
Present Use: Agriculture
Tar Heel Developers, Inc.
Deed Book 9524, Page 1781
Book of Meps 2002, Page 2123
CIL Intersection
Sta. 4+48.10(Street "A')
=Sta. 18+05.33(Sarahwood Ct.)
Install 45'W x 561 x 36"D
— Class 72" Rip -Rap
Dissipa for (d 50= 23 ")
NOTE:
ALL EMBANKMENT FILL GREATER
THAN 7 FEET AS MEASURED FROM
THE ROADWAY CENTERLINE TO THE
INVERT, FOR ALL STORM DRAINAGE
PIPE CROSSINGS, SHALL INSTALL
GUARDRAIL TO NCDOT SPECIFICATIONS
OR BE AT A 4:1 SLOPE OR FLATTER.
I ' I
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4'-3" _ 7'-8" 4'-3"
- "`�-
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°e
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To Face of ball
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- - - - - - - - - - - - - - - - - - m
I
*Subject to current standards
as outlined in North Carolina
Division of Highways Roadway
Standard Drawing No. 838.01
Eleva tion
Head wall Detail
Not To Scale
(See NCDOT Std. ,#838.22)
End Elevation
Stream Crossing Plan For
Phase Two
Meadow Stream Hills
Panther Branch Township Wake County, NC
Street "A "
20' Pa veli en t
Scale: I" = 50'
0 50 100
GRAPHIC SCALE
50' Right-of-way
Date: 10-23-03
PREPARED BY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P.O. Box 730, Angier, N. C. 27501
(919 639-2133 (919 639-2602 (FAX
a
N
~
A
L= Distance So That
a
"A" & 'B" Are Level.
L e`
:t
. �°macre
e
Rock Check Dam Detail
Install Rock Check Dams where
ditch slopes are 3X or greater
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\ DATA\ LWPB-1397\ CPLAN3-4. d wg 327
Sheet I

SEEDBED PREPARA TION
1.) Chisel compacted areas and spread topsoil 3 inches deep over
adverse soil conditions, if available.
2•) Rip the entire area to 6 inches depth.
3.) Remove all loose rock, roots, and other obstructions leaving
surface reasonably smooth and uniform.
4.) Apply agricultural lime, fertilizer, and superphosphate uniformly
and mix with soil (see below*).
6.) Continue tillage until a well -pulverized, firm, reasonably uniform
seedbed is prepared 4 to 6 inches deep.
6.) Seed on a freshly prepared seedbed and cover seed lightly with
seeding equipment or cultipack after seeding.
7.) Mulch immediately after seeding and anchor mulch.
8.)Inspect all seeded areas and make necessary repairs or reseedings
within the planting season, if possible. if stand should be over 60%
damaged, reestablish following original lime, fertilizer and seeding rates.
9.) Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.
* Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 207 analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion @ 300 gals./acre
SEEDING SCHED ULE
Shoulders, Side Ditches, Slopes (MAX. 3:1)
Planting Rate
Date Type 300 Lbs./acre
Aug. 15 -Nov 1 Tall Fescue 300 lbs./acre
Nov I -Mar 1 Tall Fescue
& Abruzzi Rye 25 lbs./acre
300 lbs./acre
Mar 1 -Apr 15 Tall Fescue 25 lbs./acre
Apr 15 -June 30 Hulled Common Bermudagrass 120 lbs./acre
Jul 1 -Aug 15 Tall Fescue and 35 lbs./acre
*** Browntop Millet
*** or Sorghum -Sudan Hybrids 30 lbs./acre
Slopes (3:1 to 2:1)
Mar 1 -June 1 Sericea Lespedeza (scarified)
50 lbs./acre
&
300 lbs./acre
(Mar 1 -Apr 15) Add Tall Fescue 10 lbs./acre
(Mar 1 -June 30) or Add Weeping Lovegrass
(Mar 125 lbs-lacre
-June 30) or Add Hulled Common Bermudagrass 300 Lbs./acre
June I -Sep 1 *** Tall Fescue and 35 lbs./acre
*** Browntop Millet 30 lbs./acre
*** or Sorghum -Sudan Hyiwids
Sep 1 -Mar I Sericea Lespedeza (unhullt°d-unscarified300 lbs./acre
70 lbs.lacre
and Tall Fescue 25 lbs./acre
(Nov I -Mar 1) Add Abruzzi Rye
Consult Conservation Engineer or Soil Conservation Services for additional information
concerning other alternatives for vegetation of denuded areas. The above vegetation
ratratespossible.are
those
ho a awhich
larTnoquwell under ality turf, !double ocal nodittr'ple orates, ther seeding rates com6inati�ns
eason for desired
*notnallow temporary cover according optimum
- Reseed o growove12" in height before mowing, otherwise
vegetation
otherwise
Do
fescue may be shaded out.
CONSTRUCTION SEQUENCE
1. Obtain a land disturbing permit. Schedule a preconstruction
conference With the Environmental Engineer, Maria Cox.
2. Install gravel construction pad, temporary diversions, silt fence, \��\\\�
custom basins or other measures as shown on the approved plan.
ssary to install these devices. Seed temporary
Clear only as nece
immediately after construction.
diversions, berms and basins
3. Call 8.56-7558 for an onsite in
by Environmental Engineer
C t'f' to of Compliance.
STONE SILT CHECK DAM
to obtain a er l Ica
Class I Rip -Rap with No. 5
4. Begin clearing and grubbing. Maintain devices as needed. Rough {lashed Stone on the Upstl
grade site. Face (See Side View)
5. Install storm sewer, if shown, and protect inlets with block and
gravel inlet controls, sediment traps or other approved measures
, building, etc.
as shown on the plan. Begin construction
6. Stabilize site as areas are brought up to finish grade with vegetation,
paving, ditch linings, etc, Seed, mulch and tack denuded areas within
fifteen (15) days of completion of any phase of construction.
7 allWconstruction is hen
for inspection ltby the e and aEnvironmental ll areas are tcompletely,
Engineer.
8. If site is approved, remove temporary diversions, silt fence, custom
basins, etc., and seed out or stabilize any resulting bare areas. All
remaining permanent erosion control devices, such as velocity
dissipators, should now be installed.
9. When vegetation has become established, call for a final site inspection
by the Environmental Engineer, Maria Cox. Obtain a Certificate of
Completion.
EROSION CONTROL NOTES:
1. All Land disturbing activities shall be conducted in accordance
with Wake County Standards.
2. All temporary erosion control measures shall be maintained
in proper working condition during the period of construction.
NETS AND MATS
NETS' ALONE GENERALLY PROVIDE LITTLE MOISTURE CONSERVATION BENEFITS AND ONLY
IN CONJUNCTION KITH
LIMITED EROSION PROTECTI
SUCH ON.
STHEREFORE, THEY ARE USUALLY USED
AN ORGANIC
EXCEPT
WHEN
WOOD FIBER MAY BE SPRAYED SONE OP OF ING S AN INSTALLED NET.OULD ALWAYS BE INS1 INSTALLED OVER
THE
MATS, INCLUDING "EXCELSIOR" (WOODoBERODIBLEKSOIL.SETS AAND DURING ARE LL TIMES
PROTECTIVE
THE
MULCHES AND MAY BE USED ALONE,
YEAR. PLACE THE MATTING IN FIRM CONTACT WITH THE SOIL AND STAPLE SECURELY.
INSTALLATION OF NETTING AND MATTING
1SHO ULD BE INSTALLED IN ACCORDANCE
PRODUCTS DESIGNED TO CONTROL EROSION WITH
MANUSHOULD' PROVIDE COVER OF AT LEAST 30% OFANY MAT OR THE -TYPSURF CEUWHERE I T IS APPLIED.
CTIVE
MULCH
INSTALLATION t5 ILLUSTRATED TO RIGHT.
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPT AND AVE
NETTINGSEED SPRAYED ON AFTERWARD. BEFORE INSTALLING THE NET AND FERTILIZER
AND S
UNROLL IT
2. STARTGLAYING THE NET FROM THE RADE. ALLOW NETTING TO LAY LOOSELY ON P OF THE ITHEnEL SOIL PE BUT AND
WRINKLES DOWN DO
THE
NOT STRETCH.
END IN A SLOT OR TNCH No LESS
3, TO SECURE THE WITH SO BU AND TAMP FIRMLY AS SHO wN IN DETAIL STAPLE THE NETEV ERY 12ES
INCHES ACROSS THE TOP END EVERY 3 FT. AROUND OT'T'OM. WHERE 2 STRIP
DEEP, THE EDGES AND B
OF NET 3ARE AI DSIDE B
NI STRy SIDE, THE ETCH THE NET ADJACENT
AP LYING STAPGES LES.
EBS STAPLED DOWN THE CENTER,
EYE
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE
END OF THE PREVIOUS ROLL 16 INCHES, AS SHOWN IN DETAIL, AND STAPLE EVERY 12 INCHES
JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
RILL RMS TO CHECK FOR
INSPECT ALL MULCHES PERIODIC ER�AND OSIONAIST OBSERVED,ER OPPLY ADDITIONAL MULCHEFSION,
DISLOCATION, OR FAILURE. WHERE
WASHO RESEED
UT OC
TIDNSCUNTILRVEGETATIONIS FIRMLY F,STABLISHED.ND REINSTALL MULCH, CONTINUE
INSPE
Face _
of Curb
Exist, or
Proposed
Pavement
Var.
Pavement
Width
0.02
+.0
-0.04
11
30" 1 3'-0" I _ S_-�`
A. Curb &��G��u�ttttter Section
6'-01, 8'-0'
Shoulder
Width
+0.08
-0.02
U.15
-0.25
5'-0"
+0.25
+0.16
-0.08
'0•!8
B. Shoulder Section
Driveway Turnout Grades
Top of Dam 1'-e' F, -board Mi..
Top of Elevation of storm hater _-
Cep Top of Pipe 6' PVC or
8' PPC Riser with slots
1' Flood Stora-ge zone heti 7�p .g
9� pnbed IS' 44
9' Sediment Storage Zone _4' PVC (No slots)
1.6' Xaa. Sediment Depth
Tarp Erten d, To Toe of Book Stop -J
So. Note 1 -
/s aped St- tSlter
r
ro Top of slots
Section Thru Basin and Filter
rop of Dam
Tut Pretaetl°n ��----{ DI Et dde ^�Y/a. lE;/�
`L-w�
Sam- (ryp )
Notes:
1. Draw down riser shall be 6' scol 40 PVC with clean-out
cap and slots. Slots sball be placed 1/8' wide, 1' on
center radial around pipe. vertical saw cuts 24" long.
2. The Tarp used to protect the weir shall be the width
specified. The lentth of the tarp shall be 8rcOrdiD[
to antlable s�llppp(A�e If
multiple tarps are to be used,
1p*tom t6&U on-rl ppthe downstreamd at least •tarpe Thetleam
tarp
shall bs 60 mil haaq duty Surer tarpaulins for UV
resistaies.
-Scdimeat Pit
CUSTOM BASIN
No SCALE
P
Pavement
SIL T FENCE
STEP 1 STEP 2
DRIVE STEEL POSTS 16" INTO GROUND AND EXCAVATE ATTACH w1RE FENCE To POSTS AND EXTEND TH
A 6"x 8" TRENCH UPHILL ALONG THE LINE OF POSTS. BOTTOM TRENCH. OF THE FENCE 6" INTO THE EXCAVATED
WOOD POSTS 4" IN DIAMETER MAY BE USED. t
\ Roadside Ditch MAX. 10'
\\\ BETWEEN
POSTS
�/\//��//�
i\\Xj�\/\\/\��i Note.
ea �� �' Where Ditch does not Allow a 2' Weir
Section, a Parabolic Swale shall be
Constructed with Class I Rip -Rap
SECTION ACROSS DITCH FSTEP 3
ATTACH THE FILTER FABRIC TO THE WIRE FENCE
AND EXTEND THE BOTTOM OF THE FABRIC 6"
INTO THE TRENCH-
Pavement
RENCH°
SECTION THR U DIT CII &FILTER
l! l 2
. Min.
Carry Rip -Rap u _ __ _
Side of Spillway 1' Mi
Flow- 1
Class I Rip -Ra
�Ii' Varies_ With Depth
of Ditch
Notes:
1. The ditch shall be cleared out
whenever the sediment reaches
1/2 the total depth of the ditch.
2. Class B .rip -rap may be used to
construct stone silt check dam.
pt- spat-
s-. Det.lr a steeeula
A: Bury the top end of the jute strips in
a trench 4 inches or more in depth.
�r
B: Tamp the trench full of soil. Secu
with row of staples, 10 inch
spacing, 4 inches down from f
_ W W
the trench.
0 \= L V W W
W _
- T
C. Overlap --Bury upper end of lower strip =1
as In A' and 'B'. Overlap end
of top strip 4 inches D+WvyvYv
and staple. _ _ E. Overflow
A Erosion stop --Fold of jute buried
in slit trench and tamped,'-'_
double row of staples. N'\"",,_____:__ ____
Place staples
1/2 to 6 teat apart
a----- `-"_-
::. as required to keep the jute
firmly pressed into the soil.
_ - - -- _- TYPICAL STAPLE
_-
W W W W ......\......., - - #8 Gauge wire
flWW ♦\\\\\\\\\\\\��` t' ---i
W ♦\\\\\\\\\\\�\\
\........� -_ 10
rn
,II I II TT -,11 .M-
F. Press ends of jute 4 inches into the soil
around structures and staple securely.
�'----
Liner should be installed using two 4 ft.
widths with a 1 ft. overlap. This would
give 6 ft. total liner width which would
be centered in the ditchline.
1F--
4'
DETAIL FOR STABILIZING CHANNELS
WITHUTE THATCHING
NO SCALE
Freeboard
Varies with Depth
of Ditch
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
1. NCDOT #5 or #57 washed stone shall be used.
E Pad to be 501 x 20W x 6"D at a minimum.
2. Turning radius sufficient to accommodate large trucks
is to be provided.
3. Entrance(s) should be located to provide for maximum
utility by all construction vehicles.
4. Must be maintained in a condition which will prevent
tracking or direct flow of mud onto streets. Periodic
top dressing with stone will be necessary, keep some
handy.
5. Any material which still makes it onto the road must
be cleaned up immediately.
i
i
STEP 4 }
BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY ZOO! ,
TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE ln�
AND CANNOT GO UNDER IT. Ad�ol�
SECTION `� NOTE: Bottom of filter fabric must be placed
in trench and secured by either backfilling
STEEL POSTS With soil material and tampping or by
placing washed stone to a helght of
EIGHT "HOG WIRE" 6 above ground level.
MAX. WIRE FENCE
3' FILTER FABRIC
N.
' BOTTOM OF Ii1RE FENCE AND
W
FILTER FABRIC BURIED 6"
ii IN EXCAVATED TRENCH.
STEEL POSTS DRIVEN 18" INTO GROUND.
n
6" Minimum
Thickness
NCDOT #5 OR #57
Washed Stone
Notes:
oints of ingress & egress until site is stabilized. Frequent
Applicable at all p
checks of the device and timely maintenance must be provided.
VEL 0 CI T 1 " DISSIPATION
APRON DETAIL
-� NOTES:
loear_ A 1. Apron lining may be rip -rap,
3d Igrouted rip -rap, or concrete.
�2. La is the length ofothe rip -rap apron.
PLA 3. d= (see fes data section above)
4. Dimensions are as specified
L8 _ on the plans.
5. A filter blanket or filter fabric
grill=iO iii -iii -n,- should be installed between
50 =iu=iu d p�O� =MVI=li the rip -rap and soil foundation,
Right-of-way
00 ni-iu_ili=
2'-4' Base
20, 6' 6' Bottom as SECTION A -A FILTER BLANKET
6 Noted on plans
Shoulder Pavement Ditch (USE #57 STONE
e BEDDING OR GEOTEXTILE
51pp DERLINER)
1/4" Per Ft.TShopulder
"er Ft• 1 PIPE OUTLET TO A FLAT .4RE�l
1 " Per Ft. _ .. �'t 2'\� WITH NO DEFINED CHAA".VEL
RESIDENTIAL COLLECTOR ROAD�g STBC,SType Aeor C Asphalt Mix
NOT TO SCALE 1-1/2" SF -9.5 A Superpave Asphalt Mix
8" ABC, Type B
*SUBJECT T) STANDARDS OUTLINED ON
PAGE 23 OF 771E NC SUBVAISION ROADS
MINIMUM CiNSTRUCTION STANDARDS
AND ENGINIERED FIELD SOILS 1 STS.
CIL
Pavem em t
6, 1 5.
Slope as Req'd.
2" SF -9.5 A Superpave Asphalt Mtz#
1-1/2" SF -9.5 A Superpave Asphalt Mix
9" STBC, Type A or C
8" ABC, Type B
�12
' R/iY
4 Base
tom as
ed on plans
2;1
* Subject to standards outlined on page 23 of the N. C.
Subdivisions Roads Minimum Construction Standards
and engineered field soils tests.
TYPICAL CUL-DE-SAC CROSS-SECTION
ad
SECTION A -A FILTER BLANKET
(USE #57 STONE.
BEDDING OR GEOTEXTILE
UNDERLINER)
PIPE OUTLET TO A WELL DEFINED CHANNEL
RIPRAP DITCH LINING DETAIL
NTS
2'-0" .!fin
Direction
2'-0" Min_
Top Width
of Flow I 1
-� 18"
Alin 3;1 Berm �? j
qy
PERMANENT DIVERSION SWALE DETAIL
NO SCALE
\DATA\ LWHS-1397\ DETAIL, -2. dwg
CAPO Rol
o� r o00
0 04 ss°io
0
4
•4 SEAL a
L-2645
O b
d ° �� O p• C
o
.y o
0
••DSU•°,.•'a�.�,000
11
e" 400M0000 ,� DSA •
)4-- .
41
Revised: 08-18-03
327
Sheet 2

~ EIP/ ~ ~ v ~ ,
Zoned• R-3 ~ 0
~ flP ~ ` k' . Present Use: Residential ~ ~ ~ 1 . ~ ~ ~ ~ NOTE.• NOTE••
Jimmy T, Riley T'lood G a ~ ~L~ ~ ; , > Waterline Plan For A 10 x 70 Seght 7rlan,~le All Drainage and Utility
Dee ~ ~ r ~ s ti d Book 8954, Pa e 1104 ~ / ~ Hazard Solls shall be reserved at all easements shown hereon street intersections as shall be permanent and Phase One and Two
~ ~ Book of Maps 2001, Pa e 825 ~ ~ ~ ~ ~ ~ s g ~ - , JVillow 0 ~ ~ ~ ~ , ~ ~ y shown hereon, Public Dedicated.
S rin s ~ ~ ~ E7 ~ , ~ ~X O P ~ ~ ea oW
~ ~ `r"~~~. ' 4 k c 42 ream 1 s
~ ~ ~ ~ ~ ~ kk ~ '~S aoo \ 99 Op / ~ °649 doo Panther D1°an cl! ToTYnshi
k' \ ass Site , ~ ~ \ \ C p Wake Count , NC ~ Zoned: R-,Q0 0 ~ ARO °o » > y
~ ~ ~ ~ ~~1 ~ y ~ 1 ~ - ~ ~ - \ 1 ~ / o° `S L °o tSC - 0 4. r ° ale.l 100 _ _ Rxgsent Use: riculture o 0 > °Ess o Date: 04 30 03 ~ \ ° ~ ~ ~ o 0 O ~ e Q p
~ 9 ~ ~ Y ~ ~ , Tar ~eI Uevelo ers, Inc• o q° ~ P.I.N. 0696.03-24-4276 - p b CA° p Zoned: R 30
~ it h ~ ~ ~ k ~ ~ N ~ ~ ° SEAL ° Deed Book 9524, Page (781 0 o L-2645 ° °
~ ~ ~ X ~ B Book of Maps 2002, Page 2123 d o 0 100 200 \ p O~v 4
5 N _ ; 2764 27 ~ ~ : ~ ~ ~ \ ~ , `'1~ G °°9~~ ~ oo ~ ° ° SU ob GRAPHIC SCALE
~ o ~ e~. ~ ~ '~:r k ~ , ~ ~ °o o eti o ~ °°o ~~l i~a o°°
~ ~ ~ ~ ~ ~:-r ~ ~ ~ °oo M• ~ o°° PREPARED BY \ DOOp999~~9 ,
ti9 Present Use: ident~al ~ - . `Y~. ~ ~ N ~ z7so ago ~ •A .A~ ~ ~ \ ~ ~ ~
~ ~ Fred N. Adam , Jr. ~ ~ ; ' ~ ; ~ . 4 s v' ~ ~ ~ 9 Deed Book 8952, Pa e 402 A 1 - \ • \ ~ /
~0 99 ~ ook of Ma s 2001 ~ ~ o ' \ ~ ~ PROFESSIONAL LAND SURVEYOR, P.A.
o~ ti P Pege 25 k ~ -,ro ~ \ ~a ~ \ ~ 98 Depot Street, P.O. Eox 730, An ier N°C, 27501
z. ~ . ~ ~ t ~ ; , . ~ -k g , ~
\ ~ 919 639-2133 91 ( ~ 9 639-2602 FAX ~
ro PP O ~ ~ ' ~ ~ o"`
q ~y- ~ ~ r ~ . VICINITY MAP o , ~ ~ ~ y ; r y , , • ~ ~ 0 wn er De vel o er y ~ ~ ~ P
No Scale ~ ° , ~ k ~ - ~
w ~ \ k ~ ~.i~ ~w y ~ y-; .;~:~w r y ~ ~ ~ ~ ~ ar ee eve o ers ti- 4 \ ~ N
~ ro Bo~f / ~ / / y~ ' ~ k ti-~ ' ;k ~ ~ I 466 Stanch Road, Angier, NC 27501 919 639-2073 ~r - ~ ~ ~
~ tie / ~ i~'1 / / / ~ ~ 'A~ ,k ` ~ N I ~ \ ~b ~ \
o ,pet / ~:.Y ~2 ~ ~ . .,y ti I
~ 3~ ~ ~ one , ` ~ •,y, ~
~ ~ / , 063 AC. / 5sF e9 . - ~W°r £ase k t, . , \ Im rrioua Area / n ~ ~ I i~~'~ ~
PP ,800 eq, tk ~ , / 9/ \ / 'C , ki \ L'
/1~~ ~ / / y111"~ lmperrinva Area . \
,5 ~ ~ ' ~~,L
m ~ ~ H / ~,0 / ~ q,P EI / / c] x~ I w r v , ~ , v- R ~ YSTEM ONLY DESIGN BY.•
fPK / ~ 3 3 4~ a Pr ~ w ~ G' ~'~-2 fi o. f"- ~ Q . 4: ~ I UEVELOI MENT CONSULTING SERVICES INC°
~ 0.842 c. ~ 0.567~t.. G g \ ~ v ' . ti' , , ~ k~ I I 310 SUMMER ~ ~ s ~ ~ ~ ~ . ~ , ~ , k S WALK CIRCLE
~ ]mperrln a Are. _ _ 0 4 \ ~K r' 4,800 eq, tk ~ ~ ~ Q ~ ; ~ , A ~ ~ ~ k ~ ~ , , ~ ~ , ~ GARNER, NORTH CAROLINA 27 t , ,r v-{ ~ ~ I 529
0 51 n E eme P 1 ~ ~ ~ s S 1 o ~ ,r ~ ~ ~ ~ k~ rrv y, , , ~ (919) ii9-4020 \ ~ ~ ~ .
\ v \ sae D ~ li J. ¦ C ro ~ ~ .k~ ~ 1' ~ ~ ~i ~
- , - CB-3 ~ ~ e ~ ~ ~ ~ I
~ CB 4 'e? • -''J ~ ~ r ~ F ~ d ~ .535 k ~ ~ I \ L r;
.535 Ac. ~ I h, ~ .
C L Intersection ~ ~ assE~ 27 ~ f~ / lmperrleua a ~ Y ~ I ~ r~ \ !m errleua , p ~ a- ~ • I \ f
0 Imperrioua Area ~ 4,800 a . 30 TBM Elev. = 298.5 Srgn Ease nt 0.552 ! ~ +,800 aq. !t, ' q 4,800 eq. Y'~'~ . .
f 0 \ \ , See DeiaA ~ 28 c' ~ > > y 26 ~ ~ A A o ~ ~ \~k. A I
' \ 1.a \ 29 ~0' 0, 692 Ate.. ~ ~ i ~ ,,Y ,
~ v 0:314-4 y'~' .o U, 628 Ac. I ~ 30 I~ ro°0 ~y, 0 ~ 6 ~ ~ , I
o, rmperrloue Arek `•4 PAY + Impervious Area ~ ~ G + ~ en ~ ti \ ~ .544 A ge ~ \ ~ \ \ I
~ 4.PO0 8 . fk +,800 eq, fk~ ~ \ b Impereloua Aree q ~la ~ q Im1 ~ ,r. 4,800 eq, ft. r +ti a Impervf a Area ~ i( {,BOB . Ear ~ , , ~ \ I /
~ 25 \ m \ ~ l l o ? eB, ~ \ ~ ~ ' ~ ~ \ ~ qo, , , ~ ~ ~
~ I ~ bG o, ~ ~ 0.51 J Ac. ~ e o~ ~ V ~ \ I \ / ~ 0 ~ U~ ~ 2 ~ k~~ ~''1r \ ! \
9 , ~ perrinve Ares \ rmpeMaua Area ~ ~'A i i ~ k ~ ~ ~ v ~ ~ , ~ \
G 4,800 eq. R. ~ \ 4.800 aq, fk lmpervfoua Area / ~ \ 4,800 aq. lt. Area , ~ ; ~X-~, ~ I \
ti ` p.\ \ ~ \ Impervlnua Irea Gd ~ 0,5 0 A . ~ ~ ~ L k A I \ d fmpervlove ea ~ \ I
Q V 4,800 aq, fk A ~ 24 1800 eq, ~ ~ •X ~'Gi
G011@~:~-30 \ \P' Imperdaua Area ~~~a \ ~ 0.516 4,800 aq, n. 19 Prase Use' ~ ~ ~ ~ i~ r~ ~.BOa , a ? Presen e: A ric 1
zrE . Ag?~ultu ~ \ . g ~ ~ e 1Y \ 18 co a5 fi .D. Tunstall H s ~ 0.547 Ac• 0 2 g u axe 1~ ~ 8 C, ~ ~ Fra ce S, Fish ~ ~ 1
~ \ \ n - _ \ ~ ~ Y e lftll Book 1870, Page 0 z ~ O ~ \ \ a~ rn,~ o sue Ares ~ ~ ' ~ ~ , ~ = , ~ ElP eed ~ ~ ~ Boo 6 8, Page 740 Imperdoue Ares a ~ ~ ~
~ 0. 5 Ac. a n off' ~ 23 o c~~~ \ \ p 1,708 aq. 0. 31 Ac. ~ ~ ~ ~ Y k ; 3 ~ ,~,k L~
p\ k-, , ;K' \ L~ A ~ k i~ \ ~ . ~ ~ ,r A ~
\ ~ n " \ \ 0.518 Ac. \ \ ~ pmpern ue Area ~ 4,800 aq. !k \ \ / O ~ Ac. ~ • ~ ~ < \ ~ ~ 00
\ b ~ ew ~ v v k g~ 20 \ \ ` Cons cted ~ ~'re Ida I ~ ~ ~ 0. 65 A s ' e \
\ \ 5 / pY Channe Impervlo~Area LS-1 \FOf -•,,,,i
0.546 A . '.J C pal'ilOlla dMe 2"~ f 1800 aq. V~~mB I I ee 22 f ~ 10 'GB-5 \
!D 1,800 eq. (k \ C3~ U1 ti',ti e ~ / 1 .521 ~ 5 r co / 1 A c. a ~e \ rti I ,I\, ~ .52 ~ ~ ? ~ ~ c'S~ ,,0 1 Ac. , c ~ ~ (T.65 e r ~ ~ ~
a ~ G~9 \ \
~ ~ 1 \ ~ 2 1 Impervtnve Aree ~ G ea ~ ? Imperrtoua Mee v Y ~ Q ~ ~ ~ Ce -Imp ova Are\ \
O ~ 1 4, P00 aq, It. ~ ~ \ R ~ ~ 1 b1 ti f / ~ ~ e~ \ Ap rox, 1 0 Y r 1 ~
~ ~ ~ 0.581 Ac. ~ db ~ 0 ~ ~ 0.5$8 AC, e en~ ~tt \ wer Eea m od LlJmt
14 ~ tt~~e • ? ~ ms`s' _ _ ~ - 6 • _ \ \
, ° GAS 0 ~ ve ~ ~ ~ 0.560 A - - - ~ ~ Imperrtoua Area „1_ - ` ~ \ ~ \
~ a s! £ase of Drl ® \ ' 4,800 aq. fG Imp ' ue Area Imperrtova Areq ~ , 00 e . !t. 1800 eq. h. `N fl \ \
~ o el • ENE \ S~// .TER \ ~ o, 12 ~ o ~ , ~ 75 ~ 0.571 Ac. CB strutted \ ~ 2 ~ a
~ / 6 POSED Imparriava Area\ M / Impudove Area ~,~.~i', ~ han13~ ~ 0,531 Ae. ~ ~ ~ Imparrlava Area ~eDy. 1800 aq. !t, Vim: S'`. /
~ ~ Ri 4,Pao . n \ ~ ~ F Impervlnve Area ~ 1,700 eq. !L / ~ . k ~ / ~ ~ 4~ 00.680 Ac. ~ ~~Roa 1 a
. \ D~ 4,800 aq. h. \ C~L Intersection e.~ EE DLY ~ \ @ / ~ ~ , a , k'~ k , ; °S~'o s~ ~ ~ e1I Lot ~
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