20051482 Ver 1_Complete File_20050921 (2)

/ t
O?O? W A T ?9QG

0 li? \
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 10, 2005
DWQ Project # 05-1482
Johnston County
Mr. Grey Methven
Centex Homes
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Hunters Mill
Swift Creek [030402, 27-43-(8), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Methven:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 122 linear feet of streams and 8,493 square feet (ff) of protected riparian
buffers for the purpose of constructing interior roads and installing utilities within the Hunters Mill
residential subdivision at the subject property, as described within your application dated July 18, 2005,
and received by the N.C. Division of Water Quality (DWQ) on August 4, 2005, with additional
information received from you on September 21, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) NW39 when issued by the US Army Corps
of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts
to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Nor` hCarolina
401 Oversight/Express Review Permitting Unit Natum!!y
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h ttl2://h2o.enr.state.nc.us/ncwctIands
An Equal Opportunity/Affirmative Action Employer- 50% Recyclcd/10% Post Consumer Paper
1W %,
Centex Homes
Page 2 of 5
October 10, 2005
Amount Approved Units Plan Location or Reference
Stream 122 feet PCN, page 8 of 12
Buffers 8,493 (square ft. PCN, page 11 of 12
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and

Centex Homes
Page 3 of 5
October 10, 2005
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.

Centex Homes
Page 4 of 5
October 10, 2005
If you.do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
S' ce ely
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3402
Certificate of Completion
cc: Lee R. Hines, Jr., P.E., Southwind Surveying & Engineering, Inc., 201 Glen Road, Garner, NC 27529
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051482HuntersMill(lohnston)401_N euseB uffersmod
l? I
North Carolina Wildlife Resources Commission P
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly
NC DENR/DWQ
From: Steven H. Everhart, PhD
Southeastern Permit Coordinator
Date: September 8, 2005
D
SEP 1 5 2005
CEt,'R - tYATcR QUI LITY
D STC; ERw;CH
RE: Centrex Homes - 401 Application 20051482, Hunters' Mill Subdv., Johnston Co.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the subject application for impacts to wildlife and fishery resources. Our comments are provided
in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661 et. seq.), and Sections 401 and 404 of the Clean Water Act (as
amended).
The project is located off SR 1010 (Cleveland School Rd.) approximately 0.4 mile from its
intersection with SR 1509 near Clayton. The site is vacant woods. Surrounding land use is
residential.
The applicant proposes to provide infrastructure for a 138 homesite subdivision. The project
would impact 0.01 AC of a total 0.35 AC freshwater stream wetland on the property by
filling/culverting. Approximately 122 linear feet of intermittent stream will be permanently
impacted by roadway and utility construction. An additional 8,493 sq. ft. of Neuse River riparian
buffer would be impacted. The applicant proposes not to mitigate for these impacts.
Please note that this project drains to Swift Creek and there are protected species nearby;
specifically, the Atlantic pigtoe (Fusconaia masoni) - Federal (Special Concern), State
(Endangered) and the dwarf wedgemussell (Alasmidonta heterodon) - Federal (Endangered),
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
.'
Centrex Homes - Hunters' Mill
September 8, 2005
State (Endangered). The applicant should be reminded that stringent sedimentation and erosion
control measures are necessary to protect sensitive species.
The Wildlife Resources Commission does not object to this project as proposed. We recommend
that 1) culverts be embedded sufficiently to allow for passage and settlement of aquatic
organisms; 2) utility stream crossings be either directionally bored or supported above the
stream; and 3) if mitigation is required, that preserved wetlands be in the general vicinity of and
of the same type and quality as those impacted.
Thank you for the opportunity to review and comment on this application. If you have any
questions or require additional information, please call me at [phone].
w'r

E?,] North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly g o
NC DENR/DWQ V
From: Steven H. Everhart, PhD
Southeastern Permit Coordinator
Date: September 8, 2005
RE: Jeff Stokley - 401 Application 20051482, Lanvale-Hollis Tract, Brunswick Co.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the subject application for impacts to wildlife and fishery resources. Our comments are provided
in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661 et. seq.), and Sections 401 and 404 of the Clean Water Act (as
amended).
The project is located three miles north of US 17 off Lanvale Trace Rd. (SR 1438). The site
consists of upland pine forest, pocosin, and bottomland hardwood riparian wetlands.
Surrounding land use is residential and rural timberland.
The applicant proposes to provide infrastructure for approximately 200 homesites. The project
would impact 0.413 AC of a total 30.7 AC forested wetland on the property by filling/culverting.
The applicant proposes to mitigate for these impacts by preserving the remaining 30.27 AC of
wetlands on-site.
There are protected species nearby; specifically, the savanna indigo-bush (Amorpha georgiana
var. confusa) - Federal (Special Concern), State (Threatened) and the red-cockaded woodpecker
(Picoides borealis) - Federal (Endangered), State (Endangered). In addition, a significant
natural community (wet pine flatwoods) has been identified just west of the project site. Because
of the close proximity of protected species to the project site, we strongly recommend that the
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
r
Stokley - Lanvale/Hollis Tract 2 September 8, 2005
applicant have a survey done for these two species and other protected species known to inhabit
pine flatwoods, pocosins, and bottomland hardwood forests.
The Wildlife Resources Commission does not object to this project as proposed. We recommend
that 1) culverts be embedded sufficiently to allow for passage and settlement of aquatic
organisms; 2) utility stream crossings be either directionally bored or supported above the
stream; and 3) mitigation be required that preserves wetlands in the general vicinity of and of the
same type and quality as those impacted through conservation easements that maintain wildlife
corridors and large tracts of habitat.
Thank you for the opportunity to review and comment on this application. If you have any
questions or require additional information, please call me at [phone].
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(11 any particular item is not appucame to uus project, piease enter Not Hppl7Caliie or NSA .)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
7-1 f7-\
II. Applicant Information P 4.
AUG
1. Owner/Applicant Information
Name: _ Centex Homes Attn: Mr. Grey Methven
Mailing Address: 2301 Sugar Bush Road, Suite 400 Raleigh, NC 21612')--_) '
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Lee R. Hines. Jr.. PE (Richie)
Company Affiliation: Southwind Surveying and Engineering, Inc.
Mailing Address: 201 Glen Road Garner, NC 27529
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rhines(a?southwnd.com
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hunter's Mill
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1646-23-7445, 1646-22-5268, 1646-32-0149, &
1646-21-6198
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Hunter's Mill
Directions to site (include road numbers, landmarks, etc.): East on I-40 to NC 42. Right on
NC 42 to SR 1010 (Cleveland School Rd). Left on SR 1010. Project is 0.4 miles past the
intersection with SR 1509 on the left side of the road.
5. Site coordinates, if available (UTM or Lat/Long): Lat 35° 34' 13" Long 78° 31' 19"
(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): 89.9 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded and has residential development
in the vicinity.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The project
consists of approximately 7,537 linear feet of roadway, waterline, and sewerline. The
equipment that will be used includes excavators, motor graders, pans, and dump trucks.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to construct
roadways and utilities for a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
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.
There are no anticipated future permit requests.
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: A roadway crossing, is proposed as
part of the residential subdivision development.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
# 1 Roadway 0.01 No 0 Freshwater
crossing with
culverts and
rip rap

* List each impact rxpavitely and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FMA), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athttp://www.fema.Rov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.35 acres
Total area of wetland impact proposed: 0.01 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
inear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
# 1 Roadway 122 UT to Swift Creek 3 feet perennial
crossing with
culverts and
Rip rap

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
•' Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Nvw",.usgs.2ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wivtiv.topozone.com,
wnvw.maD uest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 122 if
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredgmg,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The overall subdivision lavout was designed to impact the buffer and wetlands onlv once at the
proposed crossing. The roadway crossing was designed to allow a perpendicular impact.
Sediment traps will be placed outside of the wetlands and buffer and the wetlands will be clearly
flamed and marked to avoid unnecessary impact.
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
Page 9 of 12

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwet]ands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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.n.c.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 12
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 (federaUstate) funds or the use of public
(federaUstate) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify }?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (square feet) Multiplier Required
1 5,725 3
2 2,768 1.5
Total 8,493
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.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 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.
Total Site Area: 89.9 ac; Ex Imp Area: 0 ac, Prop Imp Area (prop streets, homes, drives, and
outbuildings): 12.6 ac Prop Site Imperviousness: 14.0 %
"Soft" channel linings are proposed rather than hard channel linings to reduce runoff amounts.
Also, flat-bottomed channels and outlet ditches are proposed to reduce runoff velocities and
depths. Level spreaders are proposed at the end of ditches prior to riparian buffers.
XII. Sewage Disposal (required by DWQ) . .
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
A gravity sewer system is proposed to flow into a regional pump station.
X-M. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
X 11V. Other Circumstances (Optional):
W
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).
07- IS- OS
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

LEVEL SPREADER DIMENSIONS
LS# ENT, WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0,5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0,5'
4 10' 3'
1
3 0'
0,5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493
ZONE 1

LS-2

VICINITY MAP
NTS
LS-3
DISSIPATOR PAD
BEGIN WIDTH 6'
END WIDTH 18'
LENGTH 12'
\92 LF 30' RCP W/ FES
EACH END 2 0,5% SLOPE
ZONE 2
RIPARIAN BUFFER
LS-1
rA WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA OF WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEi 1' = 50'
ROAD 'B'--
(20' PVT,, 50' R/W)
LIMITS ?F-----
ROADWAY FILL

LS-4
CUMULATIVE IMPACT RIPAR BvE
TO STREAM 122 LF
/ or HUNTER'S MILL
WETLANDS/
N FER
R
SOU TH WI N D ICAT O
PERMIT APPL
'r
SURVEYING AND 201 GLEN ROAD ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OWNER JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE PRDJ. Nm STATE CD.
U NG q IN ND PLANNING AUGUST 2005 04-0473 NC JOHNSTON
0

c?
a
0
»
V ? V
.y
,
os
• ?
lr
C12
--
?'
°
\ '',?
,-_ - ,
? N
o _ ? \ ?!-?\? \?J `yam • I / . _ :.
- ? ? `\ II II ? ?r• 1 \

• ?? Q??mdn ? ??? f GI ??Ji?? I N vV ?• ,
n ? _ ?..+%/• • OFF

• ? 00-
? . ?, _ . ??_ .,
?_!!.
? 0
?????
??
X11 rr

o\ X11 7Vvl•y?? 11 N' .. III N \? /

W'o3 AaA ?/
LJD
CoB . r : WoB a PaD „ .: 'PaE y
W? AaA` CoB WoD _
Vi, CeB. -
?sA l/ h ) t PaD' PaD
d _AsA_- WoD j? WcD - _ -/ McBP¢
?? P1cB _
r 4nF ' ?/ ` f SIA Nk9 McB CeB o c ?? v
`. - COB -
WoD e 'NOD o 1? CeB -PaG'
,.\yf RnF ? Wl? _ '\Rnr -? is CeC
to
IC?? .. Pa\? 1} / PaE' Pat
RnF Wt
COB ? .1c6 r
i i,PaE.
VoB / ?/ 1 ? _ CeB F't. I _ tJOB 'r?/ 155;
y i _ f fi 1 PaD
v "t `McB CEB
R;1
of)
m 0!
nom i ??? ?nnF 1 RoF. r GeC
CoB
K'a8
r? I _ r--1 1 \ -:-r 3D ?7 J r -o
Vbl'
i a WoB _ NkB _ ?1 1 ?Qi CeB -
cB//?f Bt?\ (( \ FzB N
cH
,
AF'uA JkH Wo8 ?? C l+ ffnF?_I ? \?? hJoB
l , _ ? ? 777777 \ J
MeB 1.
CeB
UCB
"l NcB
V,A n (ice \ i ?WaB
3 ? ???JJJJJI
oB
_ .r 1 •-- r
f . CoB ; > CoC J ??\ ` Mc3 (( \ \ J NoB
CoB v ?NkH ?/ A i? ?A- 1tt
r FuA? COB NoB 'oB ?-? f -
_ ?.?? ?"t CeC
u c e ?` / j t? ` Fab ?D sf?
.I .Y f NcB Tc _
t- ( - +'vkB
o ?? : - GeL JJ1
PaD -- Nk8 P ID
w
C',' NoB L KaB `? / a. C r ! / / \1 - ?; PaE
Ne5 CeC
I(-.Nk6
<B'.., '.7oC NnD - / r./? Wa5 -c k
- NoB i?e5 a
Nk8 r °b.
f?Pa / J :k, I ru t s 4Va8 °A FaB NoF No8 F
J t ) ?? :? NUB 1010
Mc8 A?JI i ?= E "PeDi`.< NoE
Wt .aB NoA:r FaB?'!' :FaH -r'
FaB
D ?B° Bb Nc5 t \y Nob
NoB McB i NoB
/ Nob `op? NoA GoA _
./ No8 Nk8 NoAr- _
Nk6 i \
I,
MCB tlc9 1. cD X09 Uc
NkB I E? v / NoA Fab
NoB - \ _. NkB ,. Ra No Ra'
( GoA
/ NoA o4-Y NoB
Nk5 NoA Tr No,
CB?? m ?•?? Fa6.
j ;,aA M Ir7??? ? GoA
Aa4 Nk6 y NoA NoA I
,-CeC_ :- ;•. NoB Nc6 ?o
U J Pa a NcB \\_. FaB Ra . ;aao
UcC CcC No3 Jc5 (' CoC Fag 'cc
/? \ Bo
?.\ tJC9?/ 1 -..\ I. / \\ I CeC l
en a _ CoC ?-? ?? CeC.:Fa;aB
W ATF9Q Michael F. Easley, Governor
6, ?0 ti William G. Ross Jr,, Secretary
r North Carolina Department of Environment and Natural Resources
O -? Alan W. Klimek, P.E. Director
Division of Water Quality
September 15, 2005
DWQ Project # 05-1482
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Grey Methven
Centex Homes
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Hunter's Mill c/o Centex Homes
Swift Creek [030402, 27-43-(8), NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Methven:
On August 4, 2005, the Division of Water Quality (DWQ) received your application dated July
18, 2005, to impact 0.01 acres of wetlands, 122 linear feet of streams, 5,725 square feet of Neuse
River basin riparian Zone 1 buffers and 2,768 of square feet of Neuse River basin riparian Zone
2 buffers to construct the proposed residential subdivision. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Impacts to streams are greater than 122 feet as stated in your application.
2. Please indicate the diffuse flow measures on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Intcmet: httT)://h2o.enr.state.nc.us/ncwetlands
one
N ?aCarolina
,]t}ttrrrall?
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Centex Homes,
Page 2 of 2
September 15, 2005
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
erely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051482HuntersMlID(Johnston)OnHold_Morelnfo
DWQ # 20051482 Hunters Mill Project
Subject: DWQ # 20051482 Hunters Mill Project
From: Laurie Dennison <[e-mail]>
Date: Fri, 16 Sep 2005 13:01:40 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051482Huntersl\Lill(Johnston)OnHold_Morelnfo.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/19/2005 7:15 AM
201 Glen Road
Gamer, NC 27529
Phone: [phone]
Fax [phone]
Transmittal Letter
Date: September 21, 2005
To: Mr. Ian McMillan
J
From: Richie Hines, PE
Subject: Hunter's Mill
DWQ Project # 05-1482
Johnston County
5v@@%
SEP ? ? 2005
pEt.R-WA aRn ?E'dF1GN
No. of Copies Description
7 PCN Application and Attachments
7 Cover Sheet and P/P Sheet of Impact
Site
Please find attached a resubmittal package for the subject project. We have
verified that the linear feet of stream impact is 122 feet. The location and
direction of the level spreaders has been revised as well to be "with the
contours" to achieve sheet flow.
Please do not hesitate to contact me by phone at [phone] or by email
at rhines(absouthwnd.com if you have any questions or need additional
information. Thank you for your assistance.
LRH/
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0.5'
ZONE IMPACT <SF)
1 5725
2 2768
TOTAL 8,493
1
LS-4
VICINITY MAP
NTS
CUMULATIVE IMPACT
TO STREAM 122 LF RIPARIAN
ROAD 'B'--
(20' PVT., 50' R/W)
LIMITS OF-,
ROADWAY FILL
ZONE 1
?=:f?g
DISSIPAT?R PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
X92 LF 30' RCP W/ FES
2 EACH END @ 0.5% SLOPE
RIPARIAN BUFFER
LS-1
LS-2
r//////A WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEI 1' = 50'
-Ar HUNTER'S MILL
00-0
WETLANDS/
RIPAIAN
L
BUFFER
S O U TH WI N D PERMIT APP
C TON

SURVEYING AND 201 GLEN ROAD
ROADWAY CROSSING
ENGINEERING, INC. GARNER. N.C. 27529
919-773-0183 QVNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE pR
N0. STATE CU
SUR?I1NG NGINEERING /LAND PLANNING SEPT. 20Q5 4
04-0473 NC JOHNSTON
LEVEL SPREADER DIMENSIONS
LS# ENT, WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0,5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493

LS-4

VICINITY MAP
NTS
CUMULATIVE IMPACT RIAN
TO STREAM 122 LF RIPA
ROAD 'B'---
(20' PVT., 50' R/W)
LIMITS ?F -
ROADWAY FILL
DISSIPAT?R PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
ZONE 1 \92 LF 30' RCP W/ FES
ONE 2 EACH END @ 0.5% SLOPE
RIPARIAN BUFFER
LS-1
LS-2
WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA OF WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEi 1' = 50'
HUNTER'S MILL
WETLANDS/ RIPARIAN BUFFER
S O U TH WI N D PERMIT APPLICATION

SURVEYING AND 201 GLEN ROAD
ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 DWNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE PRDJ. No. STATE CD
SURVEYING NGINEERING /LAND PLANNING SEPT. 2005 04-0473 NC J?HNSTON
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0.5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493
1
CUMULATIVE IMPACT
TO STREAM 122 LF RIPARIAN
ROAD 'B' -
(20' PVT., 50' R/W)
LIMITS ?F -
ROADWAY FILL
ZONE 1
LS-4
/®
/--ZONE 2
RIPARIAN B
LS-1
LS-2
DISSIPATOR PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
92 LF 30' RCP W/ FES
EACH END 2 0.5% SLOPE
ER
r//////A WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEi V = 50'
HUNTER'S MILL
WETL
RIPAIAN
L
BUFFER
S O U TH WI N D
C TION
PP
ANDS/PERMIT A

SURVEYING AND 201 GLEN ROAD ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OWNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE p NQ STATE CD
SURVEYING NGINEERING AND PLANNING SEPT. 2005 04-0473 NC JOHNSTON
VICINITY MAP
NTS
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
1 4 10' 3' 30' 0.5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493

LS-4
LS-3
VICINITY MAP
NTS
CUMULATIVE IMPACT
TO STREAM 122 LF RZpAR1AN
ROAD 'B'--
(20' PVT., 50' R/W)
LIMITS OF-,
ROADWAY FILL
ZONE 1
DISSIPATOR PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
--,,92 LF 30' RCP W/ FES
/-21]NE 2 EACH END 2 0.5% SLOPE
RIPARIAN BUFFER
LS-1
LS-2
WETLANDS (0.35 AC.t TOTAL ?N SITE)
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEI 1' = 50'
HUNTER'S MILL
WETLANDS/ RIPARIAN BUFFER
S O U TH WI N D PERMIT APPLICATION

SURVEYING AND 201 GLEN ROAD
ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OWNER JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE PRDJ Na STATE CIL
SURVEYING NGIN=r-RING ND PLANNING SEPT. 2005 04-0473 NC JOHNSTON
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0.5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493

LS-4
VICINITY MAP
NTS
CUMULATIVE IMPACT
TO STREAM 122 LF RIPARIAN
ROAD 'B'---
(20' PVT., 50' R/W)
LIMITS ?F_,
ROADWAY FILL
ZONE 1
/®
DISSIPATOR PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
/--ZONE 2
RIPARIAN B
92 LF 30' RCP W/ FES
EACH END @ 0,5% SLOPE
LS-1
LS-2
ER
® WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA OF WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEi 1' = 50'
HUNTER'S MILL
A
' WETLANDS/
RIPARIAN
FFER
e
- S O U TH WI N D PERMIT A
PPL AT ON

SURVEYING AND 201 GLEN ROAD ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OVNER JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE PRDJ. Na STATE C4
SURVEYING NGINEERING ND PLANNING SEPT. 2005 04-0473 INC JOHNSTON
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0.5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493
LS-4
/ LS-3
VICINITY MAP
NTS
CUMULATIVE IMPACT
TO STREAM 122 LF RIPARIAN
ROAD 'B'--
(20' PVT., 50' R/W)
LIMITS ?F -
ROADWAY FILL
DISSIPATOR PAD
BEGIN WIDTH 7.5'
END WIDTH 25.5'
LENGTH 18'
ZONE 1 \92 LF 30' RCP W/ FES
ONE 2 EACH END 2 0.5% SLOPE
RIPARIAN BUFFER
LS-1
LS-2
® WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEi 1' = 50'
HUNTER'S MILL
WETLANDS/ RIPARIAN BUFFER
SOU TH WI N D PERMIT APPLICATION

SURVEYING AND 201 GLEN ROAD
ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OWNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE PRO-. Na STATE CD.
SURVFVNG NGINEERING AND PLANNING SEPT. 2005 04-0473 NC JOHNSTON
LEVEL SPREADER DIMENSIONS
LS# ENT, WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0,5'
4 10' 3' 30' ZONE IMPACT (SF)

1 5725
2 2768
TOTAL 8,493
I
LS-4
VICINITY MAP
NTS
CUMULATIVE IMPACT
TO STREAM 122 LF RIPARIAN
ROAD 'B'--
(20' PVT,, 50' R/W)
LIMITS ?F -
ROADWAY FILL
ZONE 1
LS-3
DISSIPATOR PAD
BEGIN WIDTH 7,5'
END WIDTH 25,5'
LENGTH 18'
/--ZONE 2
RIPARIAN B
92 LF 30' RCP W/ FES
EACH END P- 0.5% SLOPE
LS-1
LS-2
ER
® WETLANDS (0.35 AC.t TOTAL ON SITE)
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALE, 1' = 50'
HUNTER'S MILL
WETLANDS/ RIPARIAN BUFFER
S O U TH WI N D PERMIT APPLICATION

SURVEYING AND 201 GLEN ROAD ROADWAY CROSSING
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183 OWNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX) DATE 111 NO. STATE C0
SURVEYING NGINEERING AND PLANNING SEPT. 2005 04-0473 NC JOHNSTON
Project Num: 20051482 Owner: Methven, Gray
Inspection Date: 09/14/2005 Inspection Type: Staff Report
Reason for Visit: Other
Site
Do impacts described in the application differ those seen in the field? Yes
11 No NA
00 NE
0
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application? ? ¦ O ?
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application? 0 011 0
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? 11 e ?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? 0 00 0
Are there additional stromwater conditions that should be required due to the following classifications: 0 00 11
303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? ? ® O ?
If yes, what phase is this?
Are there prior impacts from prior phases? O ¦ O ?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment: Please put on hold. Impacts are greater than 122 linear ft. Need to provide and show diffuse flow.
Page: 2
Staff Report
Project Num: 20051482 Version: 1
Name: Hunter's Mill c/o Centex Homes
County: Johnston
Location: Swift Creek NEU basin Clayton
Latitude: +35°34'13"
SW Plan Location:
Owner: Methven, Gray
Contact Person: Methven, Gray Title:
Inspection Date: 09/14/2005
Reason for Inspection: Other
On-Site Representative(s):
Primary Inspector: Mike Horan
Secondary Inspector(s):
Question Areas:
® Site Visit
Inspection Summary:
Status: Received
Project Type: Residential Subdivision
Region: Raleigh
Longitude: -78°31'19"
Phone: [phone] Ext.
Entry Time: 01:30 PM Exit Time:
Inspection Type: Staff Report
Phone:
Page: 1
Dae 8/glos
Triage Check Dist .
ProjeEt Name: 0?, e, ' ??) , 1
/cl o Z
t??s
County:

..To: ? ARO Kevin Barnett . ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
LJ RRO Mike Horan
From: Telephone : (919)
The file attached. Is being forwarded ?io.. our for your evaluation.
Please call if you nee&#s 'stance.
Stream length impacted. '?
? Stream determination
? Wetland determination and distance to blue-Elm surface'.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? e the stream and or wetland mitigation sites available and viable?
l? Check drawings for accuracy
? Is the application consistent with pre-application meetings? -
? Cumulative impact concern
;
Comments: G ?rGr ?? ??. ?? c

1?

f ?- 11 s
, 61
201 Glen Road
Gamer, NC 27529
Phone: [phone]
Fax [phone]
Transmittal Letter
Date: August 2, 2005 E
To: Division of Water Quality AUG?- 2005
From: Richie Hines, PE V.ETu
Subject: Hunter's Mill
No. of Copies Description
7 PCN Application and Attachments
7 Cover Sheet and P/P Sheet of Impact
Site
1 Check # 182900 for $200.00
Please find attached a submittal package for the subject project. The
application is for a residential subdivision roadway crossing with 122 If of
riparian buffered stream impact with 0.01 acres of wetlands impact.
Please do not hesitate to contact me by phone at [phone] or by email
at rhines(absouthwnd.com if you have any questions or need additional
information. Thank you for your assistance.
LRH/
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information A J G + 2005
Name: Centex Homes Attn: Mr. Grey Methven
Mailing Address: 2301 Sugar Bush Road, Suite 400 Raleigh, NQ..-3Q6]
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Lee R. Hines. Jr.. PE (Richie)
Company Affiliation: Southwind Surveying and Engineering Inc
Mailing Address: 201 Glen Road Garner. NC 27529
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rhinesnsouthwnd.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hunter's Mill
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1646-23-7445, 1646-22-5268, 1646-32-0149, &
1646-21-6198
4. Location
County: Johnston Nearest Town: Clayton
Subdivision; name (include phase/lot number): Hunter's Mill
Directions to site (include road numbers, landmarks, etc.): East on I-40 to NC 42. Right
NC 42 to SR 1010 (Cleveland School Rd). Left on SR 1010. Project is 0.4 miles past the
intersection with SR 1509 on the left side of the road.
5. Site coordinates, if available (UTM or Lat/Long):_ Lat 35°34' 13" Long 78° 31' 19"
(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): 89.9 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded and has residential development
in the vicinity.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The project
consists of approximately 7,537 linear feet of roadway, waterline, and sewerline. The
equipment that will be used includes excavators, motorgraders, pans, and dump trucks.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to construct
roadways and utilities for a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
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.
There are no anticipated future permit requests.
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: A roadway crossing is Proposed as
part of the residential subdivision development.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-yearFloodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
# 1 Roadway 0.01 No 0 Freshwater
crossing with
culverts and
rip rap

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(17II0A), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at bttp://u .femasov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.35 acres
Total area of wetland impact proposed: 0.01 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before.Irn ct Perennial or
Intermittent?
lease specify)
# 1 Roadway 122 UT to Swift Creek 3 feet perennial
crossing with
culverts and
Rip rap

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
-,v,,vw.uses.f!ov. Several internet sites also allow direct download and printing of USGS maps (e.g., wnitiAr.topozonexom,
N1rVNtiv.mapguesi.com. etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 122 If
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean. etc.)

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The overall subdivision lavout was desiuned to imvact the buffer and wetlands onlv once at the
proposed crossing. The roadway crossing was designed to allow a perpendicular impact.
Sediment traps will be placed outside of the wetlands and buffer and the wetlands will be clearly
flagged and marked to avoid unnecessary impact.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr. state.nc.us/ncwetl ands/strmaide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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/wrp/index.htni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 12
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 X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti tion
1 5,725 3
2 2,768 1.5
Total 8,493
* Zone I extends out 30 feet perpendicular from near hank, of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation 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.
N/A
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.
Total Site Area: 89.9 ac: Ex Imp Area: 0 ac, Prop Imp Area (prop streets, homes, drives, and
outbuildings ): 12.6 ac Prop Site Imperviousness: 14.0 %
"Soft" channel linings are proposed rather than hard channel linings to reduce runoff amounts.
Also, flat-bottomed channels and outlet ditches are proposed to reduce runoff velocities and
depths. Level spreaders are proposed at the end of ditches prior to riparian buffers.
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.
A gravity sewer system is proposed to flow into a regional pump station.
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
. Yes ? No X
Is this an after-the-fact permit application?
. Yes ? No X
XIV.- Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
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).

07- IS- OS
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
LEVEL SPREADER DIMENSIONS
LS# ENT. WIDTH END WIDTH LENGTH DEPTH
1 10' 3' 62' 0.5'
2 10' 3' 72' 0.5'
3 10' 3' 30' 0.5'
4 10' 3' 30' 0.5'
ZONE IMPACT (SF)
1 5725
2 2768
TOTAL 8,493
CUMULATIVE IMPACT
TO STREAM 122 LF

R1P ARC BUF??
ROAD 'B' -
(20' PVT., 50' R/W)
LIMITS OF-----
ROADWAY FILL
ZONE 1
LS-2
VICINITY MAP
NTS
DISSIPAT?R PAD
BEGIN WIDTH 6'
END WIDTH 18'
LENGTH 12'
92 LF 30' RCP W/ FES
EACH END @ 0.5% SLOPE
'"-- ZONE 2
RIPARIAN BUFFER
WETLANDS (0.35 AC.t TOTAL ON SITE) I
AREA ?F WETLANDS IMPACTED
BY ROADWAY CROSSING (0.01 AC.)
SCALEI 1' = 50'
HUNTER'S MILL
WETLANDS/
RIPARIAN B
N FER
SOU TH WI N D PERMIT A
PPLICAT ?

SURVEYING AND 201 GLEN ROAD ROADWAY CROSSING
ENGINEERING INC. GARNER, N.C. 27529
919-773-0183 OWNER
JDG INVESTMENTS, INC.
919-773-0148 (FAX)
P
STATE
UR NG GIN ING /LAND PLANNING AUGUST 2005 04 0473 NC JOHNSTON
0

LD
CIO
a
0
O? R

1 r? ` ?ti f ?

.f
c? ?,?.?--_\V 4-? II
? II/?) 11/(,?-?,,_-,' -l? ?,?? ?? ?: M
a ?- •' ?? ?
l

u

n \

r I ? i
i
0

v .
Ilk
.:\ C fl j

•"? -:v^ j 1 ' Woe
'W're AaA i- ? ? ?..
• CoB. NOB MOB
PaD a PaE
w1 AaA' COB WoD
- WoD I ?' Ce3. - ..
Wo0. - AaA GoP Ct
WoD j'. Wcp - - f c8 P¢
?, ` .FaA ? ? McB / _
1.AsA StA -
lh CeB G
RnF - NkB ` Mc8 oD Qc
' Cob wop NcD ?. ,
CeB" PaE
- tRnF - a
Rnr
-IF
oD I COB tLCB CeC:=
wt
.: _?.
McB' PaE
c CeB'?t \ NoB 155;
- _. ' " PaD •. .. CeB
c C :fiD McB
.. -Nk8. i. p I .?o? ,. C..B
I -?l s ' 5s
CeB eL
?WaS CeC LJ
_... ..- ? -? /_ •?- 1 A?/-, ova
/ WoB i NkB `/?..
d N
T"J
c-
j - ef'uA
= j N E3
ti
i. ,or Uc8 CeB
NoB A U 6.
r,'aB Co6 _. -? - - \ tit)
/ m <' A
CcC?? VrA Lu_A : A /.. Wa6'• Nk3?. I T Wt --
Wc E;
!.? !?? ~•` _ ._-: ?`--/ /? G Nog 'yt ;1c - F
r "-FuA A i
NICB
B! r4k wt m /77
111
CoB FuA. CoB NoB?? ?l/`? CeC
? rV U C ?,c` ? ? J_/,?? ?? ?L?. ? ,/ ? A/gym ?r•5
d%
Nk8 NoB St
Bb y / L,'zl Lit t ? : ,/ { \ ??J ) ?a??? PTP
r
! t .? ,? ?? ICeH f'a) IJ1
N''
aD Nk8 ?-
,.?:? ?l?C NkB
r NoB - 1 n, / _?? ? ??/?? ???? m?aE
CeC NcB _ G CeC I,
V.aB ? NkB P
'NOD
NkB CeC N "Q : a. 15
1
., Bb• t .:y NOS ,
/?PaD. NkB W-`- >:oA NOA
CD Wan FaB Fe
NoB mo
Mc6 NOB
Wt ?_ - Ra
I / daB NoA_t "( Fa8 - •? . _
D Bb Bb Nc8 _ `_ -- may. J -No9 t "?? - ? - _\
McB
NoB NoB
PaC, Nca
Nob ??- Nk8 Nok
D i Nk8 ?O@ U \ uo„
MOB NoA Fa8,..
NoB i? C /Ra
:NkB - t
/ Bh; G° . Ra NOS
NoB PaC.' ??? GoA /_
F'aD
NoA o -Y. NoB
NkB NoA Tn No,
AaA McB Fa B.
GoA OrJ g
A.A NkB / .? NcA `,? \??\\? -- - NoA 1. -
-Z c
INGO
r/ . /? PaD C r 1 c J FaB rJOB `-_ Fa3 Ra . 33c
/ J.r ?. Cc N B ceI., Coc C"
tdcB//?Ja _._:_.,I \,/ iY \ ?b CoC.;: `-\ CeC \CeC Fay ?FaB_
'i
i I I
I r i'l
! Q ~...r / '
~
/ 1 ~ , ~ 1
~ `!I ~
IMENT TRAP DIMENSIONS ~ SED F IMPACTS ,1; TABLE 0 } , l~ ~ - ~ - SITE i~ ~ r-, ~ ~
,r' /r
LENGTH DEPTH WEIR ST# WIDTH ,STREAM (LF) BUFFER (AC.) ;r ~ 1, ~ SITE # WETLANDS (AC , i , ~ ~+I ice.
I .5' 17' 2' 4 ~ r' ~ l 1 8 ~i" l / , - ~ ' / ~ 1
1 0,01 122 ,20 , ; , , , i` i , ~ ~ % ,~I /,i ~ ~ ~ / 2 17' 34 2 4 ~ ~ ` • ~ i' ~ _ ~ a \ ~ J ~ , ~ ~
/ ~ .a ~ .r t, 1 ~ t ~ i -
~ ~ r, , V~ ~ i . ~r i ; w ~ ! ~ ~ rl j~ ~ J w ~ d
i ~ 2' 12 ~ ' ' ~ ~ ` 1 3 53 106 , , ~ ~ ~ v ~ ~ / / i ~ r ' ~ i
~ ~ ~ .ate I ~ I i' ~ ~ ~ Z 1
4 42' 84' 2` 12 , r,: I - _ ~ ' ~~-/1 i ~ I j ,,,1 1 ( 1 ~ ~ ~ _ ~ ~ N o
~ 0' 20 2 4 I ' ~ ~ - i 5 1 ~ J ~ ~ N/F J ~ ~ ~ ~ y
! y / ~ ~ ~ j j / / A r i I l ; 1 ` 1 ~ o JDG INVESTMENTS, If~C - _ p O i ~ ~ ~ i I4-.'~. ~ ~ ~ I
~ ~ ~ ~ . 1 i 6 10 20 ~ ,r~~ ; ~ ~ L. j; ~ ~ ~ ~ , ! ,A t ~ D.B. 2787, PG. 6 __,.ti. ,
I I ~ ~ ~ ` ~ i ~ ~I V ~ I { ; _ I
7 35,5 71 2 8 ! 1 ~ ~ ~ ~ r 1 ~ ~ 1 ~ \ / 1 , r j r
~ ~ ~ ~ / ~ ,o r~~ ~ ~ \ , ' 4 2 12 ~r3 ~ , ~ , A \ r, ~ ~ 1 ~ VICINITY MAP I
8 47 9 ~`,l ~ ~ 1 ~ ~ i i~ ~ ,._.~y~ 1 - r
i ~ ~ / ~ ~`1 P~ I r...-- - {
N/F j i r ~ ~ , ~ ! ~ , i ~ , ~ / h~
' 49 2' 6 ASSOCIATES, LLC ~ ~ ~ ~ ~ ~ , ~i) I 10 24,5 BROADMOOR . ~ , ~ r . , ~ , ~ ; ~ ; ~ i,, / ~ ~ / ~ C C r. _ I ~ _ _ ~ j j ~ ~ , ~ 1 l ~ ~ ~
D.B. 2005, PG. 112 ~ / ~ t ~ ; f ; - ~ , ~ ; GENERAL NDTES
' 2 6 ~ ~/r, ~ ~ 22,5 45 \ / , / , 11 j ~ ~ / ~ 1 ~ ~ ~ t •1 I i~~/~ • ~ r'` t~ ~ ` TRUCTION IS TO BE IN ACCORDANCE WITH NCDOT ;
~ / ~ s i~ ~ f 4' 2 4 N/F ~ ~ ~ ~ I ' ~ ` - ~ .l - , W 1 ~ : 1, ALL ROAD CDNS , N ~ I ( ~ ' ~ ~ ~ i ~ STANDARDS AND SPECIFICATIONS
12 17 3 1 ~ ~ ~rr1~~ I BROADM~~R HOMEOWNERS ASS~CIATI~N . , / r r_ , 00r NNE NNA1;EE - ~ 1 ~ ~ HAVING AN INDEPENDENT _ ~ ~ % ; r R IS RESPONSIBLE FOR ~ ~ ~ ~ ~ 2. THE CONTRACTO
4 D.B. 1865, PG. 296 13 8 16 2 , i ~ , ~ ~ • ; xl 6 1 ~ n SENT' , - / ~w , ~ : - E BASE ~ ' ~ . I i ~ r f ~ ~ - ~ ~ ENGINEERING TESTING FIRM VERIFY THAT THE SUB BAS , ,
~ ~ N . o, ~ ! « ~ ! ~ ~i, _ - - NCDOT STANDARDS, j ~N , ~ ' t~ ~';;~;~i AND ASPHALT MEET ~
~ ~ ~ ~ ! ~ r i 14 19.5 39 2 4 ~ j ~ i ~ ~ ~ ~ ' ' ~ ' ~ ( ~ E CONTRACTOR IS TO INSURE THAT RADII ARE CONSTRUCTED IN r ~ ~ ~ , ~ ' ~ ' ~ "r YPICAL SECTION,
~ ~ . d x ~ ~ i ~ , ~ , - ; 1 , i ; ACCORDANCE WITH THE PLANS AND T ' : r / ~ ~ / % - ~ ~r ~ ~ ~ E WITH THE APPROVED
15 28 56 2 6 ~ ~i ;f ~ ~ x i ' ! ,5~. 1 ~ 1 i, ~ r~ 1 ~ !~-4'"``~-~--' ~ ~ ~ 4, THE CONTRACTOR SHALL WORK IN ACCORDANC x ~ ~ i ~ ~ ~ ~ ,~w~~ ~I IT AND i 1" ~ ~ ' ~ _ ~ ~ . % r f~ : ' ' r ~ _ ~ ~ ~ ~ EROSION AND STORMWATER PLANS, NCDOT DRIVEWAY PERM ,
;l;~ i tf i 1~ ; ~ , w! - ; ~ ~ I ~ N / , ; ~ ' ; , , ~ ,ter-. ~ ~ ; ENCROACHMENT AGREEMENT, w r ~ / , a ,
16 j ~ ! ~ ` 20~~ AI GE ` ~ ~ ~ ~ , ~ 1 ~ ~ E ' M ~i s ~ ~ ~/r ; DEPTH MATERIAL, ' ~ ' ~ ~ ~ r ~ ~ i~' ~ HALL VERIFY THE TYPE, SIZE, ~ ~ ~ , • `i -w ' ~,;~r" % 5. THE CONTRACTORS S
17 2 4 sT-~2 ~ ~ t~ ~ i ~ ! 17 8.5 _ i ~ ~ ~N ! ~ w~! ~ ~ - ~ TILITIES PRIOR TO BEGINNING ' ~ ~ - FALL EXISTING U ~ ~ N~ I ~ 1, ~ ' ~ ; ; , - AND LOCATION 0 i
I ~,~~s ~ - ~ ~ p ~ 1 ~ \ - ~ ~ r' _ ~ ~ / j ~ _ CONSTRUCTION,
.:i 1,~ } m ~ ~ n i N ! I h ~ ! ' ' ` ~ i % i' ' , _r. , ~ ~ _ THE CONTOURS SHOWN ARE TAKEN FROM JOHNSTON COUNTY GIS ~ = - 6, 1. - ~ ~ ~ ~ V ~ ~
~ ~ ~ ~ ~ - ATABASE AND ARE FOR GRAPHICAL REPRESENTATION ONLY, I - ~ ` i ITH TACK TEMPORARY LINING ' Sh-44 ~ ~ \ ~ ~ o ~ ~ .~e:,,'~ 7. ALL DITCHES SHALL HAVE A STRAW W
~ ~ 4 I n I `ii I i N h. -1~ j i ` / ~ 1 ~'v' J ; , as RASS LINING UNLESS OTHERWISE INDICATED, ~ ' ` i~! AND A PERMANENT G
/ ~ ~ ~ ~ _ LL BE REMOVED AND THE RESULTING BARE ~ r 1 ~ - 1 ,1 ~ ; ~ 8. ALL SEDIMENT BASINS SHA
- ~ ~ ~ ~ l ~ , = ~ % , S ESTABLISHED AND/OR AT THE 1 n ~3 ~ , ~ / , < < ' ~ ~ ; , ~ ~ ~ - _ AREAS SEEDED WHEN VEGETATION ~ n ~ l ~ ~
O ~ t n ~ ~ ~ % ~N ; - / ; ' r--~~~~ ~ DIRECTION OF THE ENGINEER, ~ ~ 1 1 ~ . ~
0 D „ PREADER DIMENSIGNS ~r, ' s ~`-~".N ~ ~ LEVEL S ~ r ~ ~ - ~ ~ ~ - ~ - ~ - ! ~ ~ % - TRUCTION SHALL BE IN ACCORDANCE WITH THE I ~ ; ~ ~ ; - 9. ALL UTILITY CONS ~ N ~ ~ ~ ~ ~ SPECIFICATIONS,
~ ~ i ; ~ ~ JOHNSTON COUNTY STANDARDS AND i ~ ~ ~ ' ~ ~ ~ ~ ' E CONSTRUCTED AT ALL LOCATIONS WHERE ~ ~ ~ ~ ' ~'i SPREADERS SHALL B
WIDTH END WIDTH LENGTH DEPTH ~ ~ ' ~ ~ LS# ENT. - ; ; N \ ~ N f- • A~ ~ ~ - - 10, LEVEL a ~ a~ ~a~,c1~' ~ / i ~ i~, ~ ; ; / j- - - H DISCHARGES TO A RIPARIAN BUFFER, ~ , ~ ~ .
, ; - i ' ~ ~ ~ 1 i r----~~- SHALL COORDINATE STREET CONSTRUCTION WITH ! ; - , : _ / : ; 1 il. THE CONTRACTOR S
3 62 0,5 1 10 _ N ~ ~ ~ ~ ~ ~ ~ ' ~ ~ THE CONTRACTOR SHALL INSTALL CONDUITS ACROS , ; ~ -r ~ ~ ; , , ; ~ ; ~ , , PROGRESS ENERGY,
~ s , ~ ~ m ~ ~ 72 0,5 ~ ~ _ . m - ~I ' ~,X-` , ~ ! ; i ' ; ' ~ ~ ' ~ DETERMINED BY PROGRESS ENERGY PRIOR ~ ' ; ~ ~ ~ ~ ~ ~ ; THE STREETS AT LOCATIONS
, 2 10 3 a - ; j' ~ N . ~ / - ; i % ~ ' ( TO PLACING THE STONE AND PAVING. CONDUIT TO BE PROVIDE ~
/ I 1 ~ ' 30' 0.5 BR(JADMDDR SUBD. ~ ~ f. 3 ~ 3 10 SECT III ~ _-~~'`i`' - i ~ 1 ~ ~ ~ S ENERGY, t ~ ~ ~ ; ~ / ~ PROGRES ~i ~ ~ , 1 ~ ~ LESS OTHERWISE NOTED / ~ ~ ~ f ~ V WAY PIPES SHALL 15 RCP (MIN,) UN ; _.j~~~`i / / / c ; ~ 1~ ~ ~ 12. ALL DRI E i
~ ~ 440 n ~ P,B, 49 PG, Q ~ r ~ ~ : ~ ~ ICE WITH THE JOHNSTON COUNTY , i ~ ~ l~ ON THE DRIVEWAY SCHEDULE ON F
30 0,5 ~ ~ ; . l f~:~ ~ - s~~. i RMWATER ADMINISTRATOR _ ~ T ~l ~i ~i` ,i ~~:.1 ~ I'~.

3 10 ~ / 5 10 , r - ~ , ; ~ , - ~ 20 ORAINAG ~ i 20 DRAINAGE ~ f ~ % ~ ~ ;
EASEMIENT ~ ` RM ,LL ~ 1 % ~ i ~ ~ VEkAN A r /t
e . % / i ~ t ,
3 10 0,5 4 ~ -5 . 7 10 _ _ - , /t s -s p ~ ~ / I F r SHEET INDEX ' ~ ` / ~ CONTROL PLAN . ~ ; 1 OF 14 COVER SHEET AND EROSION
j ~ j ' ~ r i a' ~ ~ ~ , I 5~ ~ A ~ n, `~;i ; ~ ; i-,~ t" i ~ - 2 OF 14 OVERALL UTILITY PLAN ~
8 10 Il~T FENC MI ~ 20 I~ ! . ~ - i i~ ! ~ ~ ~ i ~ i ~ ! % i F 14 ROAD "A" PLAN AND PROFLE r' ~ ! ~ r i ~ ~ 3 0
i Fl D T~ T-8 , 6 ~i i% ~ ti / % ~ ~ ( i ~ ~i"~ " "PLAN AND PROFLE ~ , 11 , I 4 OF 14 ROAD B
~ Deal ~GE c~ ' : 5 OF 14 ROAD B PLAN AND PROFILE
, ~ r ~ ~ ~ ~ ~ ~ D $Til ^ ^ ~ ^ 3 10 0,5 _ EN - " " AN AND PROFILE „ ~ - ~ - 6 OF 14 ROAD B PL
10 , ` T- V 10 BROADM~~R SUBD ~ " " ND "D" PLAN AND PROFILE 7 OF 14 ROAD C A ' ECK " " ~T np, 8 OF 14 ROAD E PLAN AND PROFILE
SECT II ' ~ 0,5 ~ r 11 10 3 10 ~ , A ~ ~ " "AND "G" PLAN AND PROFILE i ~ 9 OF 14 ROAD "F"
46 PG. 127 " ~ ~ ~ ~ P,B ~ i ! I ~ ~ p IN GE j I i ~ ' D 10 OF 14 ROAD H AND I PLAN AND PROFILE - s
ST- T ~ $ ~ - 1 - w i n ~ ~ 11 OF 14 SANITARY SEWER OUTFACE A PLAN AND PROFILE i n I I
~ ~ ' 0 D SEWER OUTFACE "B" PLAN AND PROFILE p ~ SAP 12 OF 14 SANITARY
T • OD-81 F~ ENT ~ N O , ~ Z ZO LL "C" PLAN AND PROFILE gGIENT , d~ 13 OF 14 SANITARY SEWER OUTFA m ~ ~ OUTFACE "C" PLAN AND PROFILE I
CONTROL LEGEND EROSION o ~ ~ „ j ~ OENR.yyq•~R 14 OF 14 SANITARY SEWER - s~wnst ou,~~n D1 OF 3 EROSION CONTROL DETAILS j
N N F'\ - ~ sT 5 - m - ~WATEq i _ D2 OF 3 WATERLINE DETAILS i
' ST- SEDIMENT TRAP ~ ' p N _ N ~ D3 OF 3 SANITARY SEWER DETAILS
- f \ 1 / h , N RW1 OF 1 ROAD WIDENING PLAN ~f ~ t~482 S ~
STRAW W/ NETTING CHANNEL LINING ~ \ - ~ j X1 OF 1 ROAD WIDENING CROSS SECTIONS i
g~ ^ N ~ ~OmO , - VI 1
NAG C-350 CHANNEL LINING ~ ~ ~ N R _ 4 ~ h ~ N
~ ~ i w ~ ~ ~ . \ H ® ROCK CHECK DAM N ~ R \ N ~ f ~ ~ ~ N/F
Ol , _ ~ ~ CHURCH INC CLEVELAND COMMUNITY
LEVEL SPREADER ? ® - ~ PG. 48 i D.B. 2072,
$ ~ l e Q - ~ ~ P.B. 58, PG. 171
- - NCE O ^ LIMITS OF DISTURBA ~ ~ „ O p %i O N ~ / ~
N/F O a „ FL R TYP. Q ~ I
® DISSIPATOR PAD ~ ~ GAIL J. HAAS ~
91 PG. 825 ~ ; D.B. ~l , ~
P.B. 57 PG. 336 ~ N I, , ~ o
n t< - r'~ V
o ~ ~ ~ ~ , I
j' .,I~; ~ ~ ~ i~ i l ~ 1-
Vl ~ " ~.i 0
~I ~ ~ SITE DATA i TOTAL AREA = 92,00 AC. t
D AREA = 11,72 AC. I TOTAL DISTURBE ,
_ ST-2 i ~ ~ q~T ~ 10X70 ~ , TOTAL NUMBER OF LOTS = 138
STAN ~tIAN • i CTION ° ~ TOTAL LF OF STREETS = 7,537 LF j
~ ~ ,
~ ~ ' ~ i . I
- ~ ~ s. i I
- • SR 1 , 010_ _ DEVELOPERS
60 PUB LIC R W - ~ ~ ~ CENTEX HOMES i _ : , 2601 SUGAR BUSH ROAD
,.,A, ~ ~ ~ ~ RALEIGH, NC 27601
i {
1
SHEET NO.
SCALE
DATES JULY 2005 HORIZONTAL
RDW ~ I
~n~ ITI 11Al1Alf1 U~ U ~ ~ T~ Q C CW PR~J, # 04-0473 1 -200
M,WN RDw h VV I I V u n v i v VERTICALS
0*=El) LRH SURVEYING AND 201 GLEN ROAD SUBDIVISION EROSION CONTROL PLAN DWG FILE 004-0473 OFD 14
ENGINEERING, INC. GARNER, N.C. 27529
9/20/05 2 REVISED AS PER D COMMENTS MW LRH 991199--773773--0183 DATE 0148 (FAX) ~
DESCRIPTMNS DATE S
rtEEVV Ho, REVISIONS

~ , i / V ; ~ ~
~ ~ ~ 1 ~ ~
I ~ I SIPATOR i , I OUTLE ~ ~ ~ ~ ~ j I
~ I ~ ~ I BEGIN WID 5 MH'~5 i Q
END WIDTH 25.5 ~ 1~, vJ " " R. A STA. 3 11.20
LENGTH 18 ~ ~ ~ I ~ L r3 I i I ~ r ~ r D50 0.5 i' r ROAD "H" STA. 0+00
1 17 T I ~ S I ' ~ T' ~ ~ 8 l
1 's f ~ r
~ SILT FENCE T`~ ~ ~ i S, , c T I ~ - r o FILL...LIM , RCP W FES ' 44 LF /
~ ~ i MHO 0 ` ~ SITE 1 ' OD-8 ~ ~ EACH ND ~ 1.5
~ r '..y I I ~ S ~ ; ~ I ~ ~ AGE AREA = 0.3 AC. - ~a~ ~ DR ~ ~ . ;
N q i ~ ~ F T i
l / ~ i - l l
~ - ~ ; p~ IST-16 l
~ ' ' ~ ~ PRC ~ I I I ~~rtr~ .~J V ~ x'? ` 1.. ~V SEDIMENT TRAP DIMENSIONS
~ ~ '~l
9 , ~ ~T 5 ST# WIDTH LENGTH DEPTH WEIR
i 5 4 LF 18 RCP W FES ~ _ ~ 3 53 106
l ~ v ~ I~ 1 ~ I ~ ~ i _ i EACH END ®3.5% - ~ ~
i ST 4 - , ~ » S i DRAINAGE AREA - 4.6 C. , ~ 92 LF 0 RAP W~ FE ~ r H~29 l 4' 2 12' 29 A 4 4Z 8
EACH END 1.0~ ! ! A ~ ~
~ j I ~ DRAT AGE AREA = 12.5 AC , _ ~ B STA. 18+54.7 l 5 10 20 2 4 ,
I ~ ~ ROA STA.0+00 I ~ ~ i i f x ~x s
r i I ~ ~ ~ 6 ~ a ~ 16 9,5 19 2 4 ~
FILL LI S ; ~ 0 9 ~I ~ , l ~
f ~ I Ls-2 ~ s 17 8,5 17 2 4
~ ! ~
,I I ~ ~ ~ N= t~ i ~l 1 , i I # N' LOW ARROW (TYP.)
css ~ ~ , ~ ~ a
i, i~ ~ ~ ~ \ I i ~ ~ I ~
~ I i ~I , \ j ~ 0 I x r~ ~ - 1 LEVEL SPREADER DIMENSIONS I
~ •;ti OUTLET A OR I ~ ~ 1 tit V r ~~~1
I ~ i 9~ BEGIN T LS# ENT, WIDTH END WIDTH LENGTH DEPTH
1 C+ ~ END WID ~ / I i ? 0 ~ \ S
I , i ~ _ LENGTH 12 . 1 1 10 3' 62' 0.5'
l ~ ' h. n D50 0.5 i ~ c ~ 10 3 7z 0.5
8~ I ,,d` , ~ y ~ ' 44 LF 1 RCP W~ I 1 RCP W/ FES
~~h ~ ~ ~ Zo,,'~P ~ 1.59' ~n f 3 10' 3' 30` 0.5'
, ~ ~ ~ - _ F R AGE A 2 D - _ o AGE A - 1.6 AC. , # ~ ~ i i
~ / 4 10' 3' 30 0,5
~ l
i, ~ ~ l ~ ~ ROAD "B" TA. 26+26.42 fi"~
A » » » ~ b l ~ +y. ROAD G S . 0+00 : ~
44,~LF 4 RC W~ FE ROAD B STA. 20+71.1 ~ ~ ' H E .5~ ROAD "F» STA. 0+00 SAC a ,,~j ~ r ~J~ ` ~ ~y; '
i ` !DRAINAGE AREA = 5.4 A H# ~ OUTLET DITCH SCHEDULE
x 9 » i ~ ~ ~ 6 SDR-2 PVC n ~>k,~ ~ i
~ S , ~ ~ WATERLINE ~ 5 .r ~;x DITCH # LENGTH SLOPE LINING
z~~N w T R ~ X36, ~k1 T !
~ A'~~ ~ ,,,x $~'4n, I '"L » » ~ . ' , ~,f 8 1318 1,5% STRAW W/ NETTING
N R A B STA. 2+ 4.41 4,, . ,
c , » » S , ~ ! ROAD A STA. 8+98.41 ALL OUTLET DITCHES SHALL BE CONSTRUCTED WITH A
MH 28 ~ * . ~,J r~ , - n „~~t ~ ~ ~ , . r-~~ , j ~ THREE FOOT BOTTOM WIDTH AND 3~1 SIDE SLOPES, LEVEL
/ n• ~ SPREADERS SHALL BE INSTALLED AT THE END OF ALL
NF ~ ~ G ~+o0 23 N - 9 N~ DITCHES THAT OUTLET TO A RIPARIAN BUFFERED STREAM i
-B to to N~ !
44 LF 1$ RCP W~FESi r~ 'i~' ~s--ti.~fiF'' i~
CH END _~-~.03~ ~ - ; h, . , _ 5 I RAGE AREA = 3.0 A .
~ 10 X . _--SIGFI T ti _.SIGFI T
~ ~iSTA CE TRIANGI 1 CE TRIANGLE
~ _ E CH INTER \ TYP. E CH INTERSE~fit@I~
I I i
TABLE OF IMPACTS
TLANDS (AC. STREAM (LF) BUFFER (ACJ SITE # WE
u_ ~ o
0,08 122' 0,01 1 Q
1 ~ ~ c O r
~ ~ N = 30+50 ~
I VI STA Q _ _ _ _ r. L_ I _ . _ _ _ O .
_ I T, _ 300 J _'--'r ~ i ~ f I » ! t I vvv I j i I Q i I i I ~ - ~ - ~ ~ + PVI ELEV = 291.50 ~ ~ I ~ ~ d I i N ~ p ~ ~
i I ~ i i I ~ ~ ~ = I 7 • ~ ~ ~ o , ~ N LVC = 235 ~ ~ { + ~ I ~ z ~r' ! ' ao00 ! i K=76.5
` i ~ ~ i = ~ ~ 1 I I , ` i IL f ~ I I ~ I r I ~ 1 j A I I ~ I I i i Q I I ~ i i I - N I A N ~ i IQ ~ i ~ + j ; ~ ~O I
I I ~ i i I Q I i O I I PVI STA 19+50 I Q I ' ~ ~ I i ~ ~ I w ~ PROPOSED GRAgE j Q n. i
i ! i I I N N ~ ~ ! st N i i i S i ~ ~ i ~o _ a i p.,_ . i _ i. ~ N r_ _ _ ~ ~ ! Q Q. I ~ -----r- I
I ! ~ ! PV1_ELEV_~=__27~~0_. - f _.._._--.1.._._..--*-N___._._~__.____ ~ - _ . ~ _ _ _ _ - -CL F- - i PVI STA 16+50 t.-.. I I ~ i i ":=i - i ~ ~ 1 =I i LVC ~ 75 ~ i ? + ~ EX STING GRAD M N 00 ~ I I H O ~ ~
PVI ELEV'= 264,92 ~ i ~ ; i, o;' I ~ 1 N ~ i j ~ N H i ~ I ~ ~ ~ i
i ' I = I K= X4.88 ~ I Z I~ r0~ I I i Q a N i i = ~ o i LVC 260 i ~ i i + r i ~ ~ I f- O i ~ ~ j ~ ~ 1.44% ! I ~ ~ '
I i ~ ~ ~ i r or I I- i K- 2.83 I~ 1 N N N I I I ~ I ~ I i ~ i ' ~ ~ ~ , ! i i ~
I r ~ I I i ~ I Q a ~ i _ _l_._.____. I _ . _ i _F__..__ _ _ _ _ _ _ . -
_28o- _ _ . Y _ _t. - _ I I ~ ~ I ~ ~ ~ i
I i ~ .T ~ N i i I I l i ~ I ~ I i I i r " I I ~i ~ I
1 I i 0. Q I I » ~8 I ~ ~ ~ o , ~ DR-35 PVC ®0.50% F 8 SDR-35 PVC 0.50 , , 08 L j ~ ~ vi ~ I ~ N I ~ , i , !n N I
i , ~ ~I ~ 1. 1 ~ 1178 LF 8 i i ~ i . i VCS i i i N I j I i ~ ~ ; II ~ !N II
I I ~ i 5g% I ~ I I 00 ~ rn i , ~~I ~ - ~ i ' I ! ( ~ i l i r ~ ~ ~ _ _ _ _ _ ~ _ . - - - _ _ _ _ . _ -rt . . _ 1
J ' - i ~ . - - - - ! ~ I T r i ~N~ i r - N N ~ - ~ t-'~ M i i ~ !Z O I i
! ! » i h I I •r , I i N ~?1 i i N ~ { I I - N I U II i i ~ ~
I ~ ' ~ ! ~ ~ i w i ' . I i i I N I ~ ; I i i II ~ IZ Z j ~ ~ Ilwz ~ i
N ~ ~ ! ' ~ I, ~
„ u , w~ ; z i Z j ' j Z Z
I I i i I ?n I i . I II n~ I ..ice I _ i I 3 _ L_. _ _ _ _.._____x~ . _ _ _ . i _ r Z + _ ~ _ 260- _ . i fi ; ~ ~ j
co ~ ~ z ~ ~ I I I I I i I I i E Z Z j ~ I ! ~ - - !
I I I I ~ `~°i'~ i I I I zZ i i I I~ ~i - ~ ~ z z I , ~ ~ N I j I t ! j i k ~ ! !
I ~ ; II I i i, i ~ l . ~ ~I i s I ~ ' ! G I ~ ~ ~ ~ i ,v ~ ~ ( ~
I ~ » IM FES u ! z? 'I ~ I I I l I 92 L~ 30 RCP f ~ I : i i EACH END ~ 1.0~ ~ z ' ~ . I/ i I I ~ ! ~ I ~ ~ ~ , i i i ~ } ~ ! ~ ~ ~ 1 _ ~ _ _ _ _
_ . _ - _ i ~ _ _ _ . _ - _ - - - . _ _ _ _ _ _ . 1. _ h_. . _ _ _ _{3RAlI~AGE AREA -T -12.5 ~4G:- ~ _ - - - -r- _ _ . - t i ~ ~ I i ~ i .:s r ,I ~a, ~ j
~i i i INV. N= 252.91 I ! i ' i I z I I ~ ~ ; I i i r
I i I I ~ ~ r- ~ i ~:.v ! J ~ j ~ ~
1 i i ' ~ I ! i i I 't.. Y ~ . ~ ~ ~ W ~ ' w ,W u
i I i ~ I I , i ; ( ~ I I i i - I ~ ~ ~ i t I ~ ; !
i I I i i I I I i
i r ~ N rn c0 ~ ~ ~ 00 M N r ~ 00 ~
I O I~ O r ~ ~N N01 ~c0 rd rr" ~Gp O~ NM to ~ N ~ ~ ~ ~ ~ r~ ~ M ~ M O 4! ~p et N r7 r~ r~ ~In rcp ~cp ~f~ X00 ~0~ mO 0~O p~O ~
I . O . QO . t0 M N O a0 t<1 ~ M r' . I cD CO O N ~ ~ ~ r a0r ~ OQj Np fir- ~N ~ t0 ~ c0 cD r O O N ~ ~ c0 r op a0 a0 ro ~ 0~~ W~ 0~~ 00~ OOpp 00~ ONO N00 ~OD N~ N01 N0f N
I O~ u7~ COQ (D~p r~ (\r ~r ~r rr ~r rr Nn ~ ~ 00 ~ ~ N N N NN NN NN NN NN NN NN NN NN N NN NN NN NN NN N N N NN NN NN NN NN NN N N N N N N N N
i
20+00 21+00 22+00 23+00 24+00 18+00 19+00 17+00 28+00 29+00 30+00 31+00 25+00 26+00 27+00
16+00 ~i
N SHEET ND.
~i DESIGNED R D W SCALE DATEI JULY 2005
i HORIZONTALI
Rn,., ~ cni i Tu to
mcnrn / g JUU I I WWII tl" A' 1 ~ V ~ r ~ L 4.1 SW PRGJ # 04-0473 1 =~u
CHECKED LRH SURVEYING AND 201 GLEN ROAD VERTICAL,
SUBI SUBDIVISION ROAD "B" DWG FILE fio4-0473 1"=10'
9 21 05 ENGINEERING, INC. GARNER, N.C. 27529 2 REVISED AS PER DWQ COMMENTS Mal ENG LRH 919-773-0183 aFi 14
REMSED AS PER NCDOT COMMENTS DATED 8ZajD5 DATE 919-773-0148 (FAX) REVM. DESCRIPTIONS DATE
S REVISIONS

l
}
i
i ~ , rr t - j ~ ,
I Q Y i ~ Y ~ , ~ ! ~
~ ~ pa 1 ,j
/ ~ ~ ' tJ ~ - ~ ~ I
i \ r~ iI DIMENSIONS t _ r r__..-~.._ ~ v``1 ~
NT TRAP MPACTS ' ' SEDIME TABLE ~F I d~ ~ ~ o r ~ ~ j ~ f ~ I \
I TH DEPTH WEIR UFFER (AC.) ~ l ~ i, ST# WIDTH LENG SITE # WETLANDS (AC. STREAM (LF) B ruR _ to _ ~ r \
~ i ~ ~ i ~ ~ ~ ~ ~r ~ ~
4 ~ , r i 1 g,5 17 2 0,01 122 ,20 r ~ ; ; ; 1 ~ i ~
I ~ ~ ~ ~ 2 ,1~ ~ ~ '~i i r l ~ ~ ~ ~ ~ .p ~ i \ ` ~ ~ 1. ....,~d J ~ \ / ~ 1
17' 34' 2 4 ~ ~ , t~ , ~S 1, i l _ i ~ J i ~ ~ ~ \ ~ r' W ~ I
j ~ r ~ ~ ~ /M ~ l ) 12 2 ~ / , 106 ~1 3 53 1~ , ~ /
42' 84' 2' 12' ~ ~ ~ ~ r' ~ 4 f ~>I~; A, 1 % I P I( ~ ~ \
' 1 1 , / , ~ 2, 4' l ~i ~ ~ ~ ~ " t ~ ~ ~ V O f ! ~ ~ l ~ N/F ~ ~ I
5 10 20 I, , ~ ~ ~ ~ r ~ , 1 ~ ~ ) ~ , j ~ ~ " DG INVESTMENTS, I~NC ~ a ~ 'r ~ ~ o J O ' ~ ti ~ ~ A ~
i ~i s U I~ ~ i i ~ ( i D.B. 2787, PG. 6.14.;, L... ~ ~ ~ ~ O
s 6 ' , ~ ff t ~ ~ ~ j ~ _..ua,-, i ~ I I P.B. . ~ i
i 71' 2' 8' , ,1 ~ ~ ~ ~ < 7 35,5 ~ ~ , _<<~--- ~ . ~ ~ ~
i i \ V ~ ~ - ~ `,`t - VICINITY MAP ~
f 8 ~ i r"." / may, i / r J -
4' ~ i i ~ i/~ ~ ; i _ ~ ~ p ,
9 21 42 2 , ~ , l ~ i,- ~ ~ ,
N/F \ 1 , i i i ' 49' 2 6 R ASSOCIATES, LLC ~ ' ~ ~ ~ i / ' ~ _ ~ ~ - I' i , ~
10 24,5 BROADMOO 12 ~ i ' / i' ~ D.B. 2005, PG. 1 ~ ` i ' - ~ . _ ~ ~ % ! t GENERAL NOTES
i i ~ 1 l i~ 6 ~ ; , 45 2 \ ~ ~ , , 11 22.5 ~ ~ i' ~ ~r ~ ~ f` r ~ ~ ~ . ~--m I
~ / LS=~ 1 ~ ~ it ~ ~ ~ / ' ' ' ~ ; ~ ~ - ~ ~ ! t`°~ C TRUCTIDN IS TO BE IN ACCORDANCE WITH NCDOT ~ : ~ ~ ~ , w ~ ~ 1, ALL ROAD DNS ~ ~ a i i ,
2 4 N/F ~ ~ 17 34 1 ~ , ; , , r~~ i ~ / 12 ~ ~ ~ o ~ o,, ~ ~ ~ ! ~ ; ~ % ~ , ~ ) J r STANDARDS AND SPECIFICATIONS Q` A~NrkGE i a, ~ i I , ~ ~ PDNSIBLE FOR HAVING AN INDEPENDENT
BROADMOOR HOMEOWNERS ASSOCIATION , ~ r' ~f, i ~ ! ODr~ q` , AINAI;E D.B. 1865, PG. 296 - ' I ~ ~ ~ ti ~ , ~ - ~ t t ; ~ ~ 2. THE CONTRACTOR IS RES d ~ ! ~ 1 ! r ~ _ ~ ~ .~'o ' ERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE, y f i ENGINE
4 ,a , ;'~,t; = -e ~ , ~i 13 8 16 2 ~%'~-~r ~ ~ ~ ~ ' h ~ ~ % ` ~ ARDS, N ' ~ ~ ! ' - T NCDOT STAND j r i I i ~ ,A ; ~ r; AND ASPHALT MEE
! / ~ ~ b~--- ' _ ' ~ ~ i ~ ~l ~ HAT RADII ARE CONSTRUCTED IN ~ " - - ; ~ ' r w~, ~ s 3, THE CONTRACTOR IS TO INSURE T ~
`iv' i 19,5' 39' 2 4 - ~ i 14 _ ~ ~ ~ ~ i ~ / t ~ ~ ~ I ~ ~ =-.~-r~' ~'~'Ji,~. NS AND TYPICAL SECTION. i ~ ; - ~ , ~ ; i ACCORDANCE WITH THE PLA
I 15 28` S6 2 6 ~ ~ ~ ; _ ~ , i ~ r ~ ~ ~ ~ ~ ~ " / ' ~ SHALL WORK IN ACCORDANCE WITH THE APPROVED i ~ ~ ~ r ~ ~ 4. THE CONTRACTOR
I ~ ~ ; x ~ j ~ I ~ i i ~ ~ x ~ ~ ~----~=1 ' ~ ~ - ~ ' '~w ~ ' ~ ! T RMWATER PLANS, NCDOT DRIVEWAY PERMIT, AND ~ ;w - ~ ; ~ ~ wi ; ; j EROSION AND S O
9.5' 19' 2 4 ~ ' , ; qD=4 ~ . ~ ~ ~ 16 ~i / ~ ~ ~ ~ n 20 ~ AI GE '(R ~ N ! I' / ! ! , ~ ~ - ~ ~ \ _ __1, ENCROACHMENT AGREEMENT, ~ ~ ~ ~-r-= ~ : I , ! ,i ~ ' ' ' r-'' --1 L VERIFY THE TYPE, SIZE, DEPTH, MATERI ; ~ ~ ONTRACTORS SHAL
~ ~r ~ ~ 1 ~ / 1 ~ i i ~ ~ $ i( 17~ 2' 4 1 , / ST-12 \ a ~ ~ L ! ~i i S ~ , w; , ~ ~ 5, THE GINNING I ~ . ~ ~ ~ ~ ~N r ' ~ : ~ ' ,k ~ FALL EXISTING UTILITIES PRIOR TD BE i N; , , ~ ~ ( ~ ~ , AND LOCATION 0
17 8,5 i s l / . ~ / ~ ~n' i ~ ~ CONSTRUCTION. ~ ~ r ~ ~ , ; Y GIS
~ i ~o" i 1 ! - -~':.--i, ~ - ! , NTDURS SHOWN ARE TAKEN FROM JOHNSTON COUNT _ . ; ~ ~ 6, THE CO - w \ ~ ~ ~ : r ~ -
~ r i l ~ ~ ~ i ~ ~g - ~ ~ ~ ~ ~ ~ DATABASE AND ARE FDR GRAPHICAL REPRESENTAT ~ ~ ' _ - MPORARY LINING
r ' STRAW WITH TACK TE E 7. ALL DITCHES SHALL HAVE A .--.";iT~~~ ; ~ r ~ 1, r° _ , , ~ j;~,;-~„~~ , ~ THERWISE INDICATED, I
\ ~ I^ /f ~ N M ~r ~ ~ / yam. ~ ~ _ ~ ~ , i'_---- ` . AND A PERMANENT GRASS LINING UNLESS 0 - ~ ` / ' ALL BE REMOVED AND THE RESULTING BARE ,r ! ~ ~ ~ - , , - 8. ALL SEDIMENT BASINS SH I
/ s ~ i I M J i ~ ; ~ HED AND/OR AT THE r ~ ~ - ~ ~ ~ ' _ _ AREAS SEEDED WHEN VEGETATION IS ESTA L
/ \ ~ ~ ~ ~0 i U ~ n h ~ ~ al ~ I ~J.3 , / ~ ~n rMi j ~ ~ r ~ ~ " ~ , ~ N ~ ~ ' , % - 1 % ~ DIRECTION OF THE ENGINEER,
I ~ 0 ~OI~A A i OD ,1 ' >I ~ ~ ~ ` ~ / - ~ ALL BE IN ACCORDANCE WITH THE I ~ ~ ; ~ ~ ~ ; - ~ - ~ ; ~ ~ ; ~ 9, ALL UTILITY CONSTRUCTION SH ;
LEVELS Y ~ sEl~ ~ PREADER DIMENSIONS r / ~ N ~ ~ ~ ~ ~ ; ' ; ~ _..J i ~ _ RDS AND SPECIFICATIONS, l r i N ; °A' ~ * f, _ ~ JOHNSTON COUNTY STANDA ~ i . - ~ ~ ~ - D AT ALL LOCATIONS WHERE
T, WIDTH END WIDTH LENGTH DEP LS# EN ~~-j . , "_J j"~ - ~ ,~;1 ~ ~ i ! 10, LEVEL SPREADERS SHALL BE CONSTRUC ; ~ o ~ , , , ,,,~r~ ~aNC,t~ \ A DITCH DISCHARGES TO A RIPARIAN BUFFE , ~ e ~ . ~ ~ ~
1 N \ l r ~ ~ i , r i - 1 CTION WITH ~ - ~ ~ r ; ~ L COORDINATE STREET CONSTRU
0~ 3 62 0,5 % ~ 1 1 r , , " : / r , ! ; ~ ~ il. THE CONTRACTOR SHAL ROSS _ ~ ``C, - ` ' ~ ' ~ % ~ S RGY, THE CONTRACTOR SHALL INSTALL CONDUITS AC
1 N l / i / $ / ~ , / ~ ~ / ~ ~ 1 ~ ~ e / ~ ~ ~ PRDGRES ENE ~ ' ' ' ? ~ LOCATIONS DETERMINED BY PROGRESS ENERGY PRIOR ~ i . ~ ~ _ _ r i - STREETS AT
2 o \ N - , " _f ~ ; ; ~ ~ • , , THE , ~ ~ ~ ~ D BY ~ i ~ E PROVIDE - `r ~ ~ / i ~ ~ - , i , ~ ' ~ ! / , TO PLACING THE STONE AND PAVING, CONDUIT TO B f i ~i ; ~ , ...-nom / r ~ (l 1 i
' BROADMOOR SUBD, ~ ~ `~~-~'l mow".- ~ ' ' , i' ~ ~ ! ~ _ / ~i r-'~ , ; ; ,!1 i/ j PROGRESS ENERGY, THERWISE NOTED
~ ~ 3 30 0,5 SECT III ~ ~ ~ - ' r ' ' ! rl,r" 12. ALL DRIVEWAY PIPES SHALL 15 RCP (MIN,> UNLESS 0 rf- ~ ( ; / / ~ r, ~ f~, ,~i i ~ - a , , ~,1 ~ COUNTY
~ P 440 .r'~ ~ / ; ~ ~ ~ 3' 30 0.5 P,B.49, G. ~ 1 f ~ ~ -:(.r' ~ ~ ~ rl ; ~ LE ON FILE WITH THE JDHNSTON ~ ~ ~ i ~ ,A,.1,~/ / ~ ; ; ; l~ ON THE DRIVEWAY SCHEDU
i 4 1 ~ r ~ ~ ~ ~ ; f1 ~ 1 - l~ " ~ ~ ~ - ~ - WAT ADMINISTRATO fi . !lr. ~--a ~ ( , / , 't ~ ~ ~ STORM ER
10 0,5 ~ ~ 5 10 3 ; :~I y~/ / ~!i i I
, ~ j/, 20 DRNNAGE / f % '~I/F j ~ ~ ~ I -
~ ' 10 0,5 ~ i ~ ; )r ~ EASEMEN _ EASEMENT ~ / i - ~ ~ 1 V l I VELAN ARM ,LLC,I ~ ~ ~ ~ / - P~8 ~ ~ ~
~ ~ S -9 ' ~ ~ ~ ~ i ~ ' ~ i 't ~ ~ SFIEET INDEX
10 0 5 L~-5 v 7 10 3 ,~s=4 - _ _ 1 . ~ - , j ; ' o--~ l ' ~ HEET AND EROSION CONTROL PLAN ' ' ~ ~ ; ~ r' 1 OF 14 COVER S ~ r , ~ ~ PLAN
; ~ ~ ~ ~ ~ ; ~ ~ t i j j ; j , 2 OF 14 OVERALL UTILITY `t ~ ~---v. ~ i t ~ i , i~ ,
8 10 II_T FEN - tiMl 20 DR INP ~ i` ~ E T .~g ~ ~ f ~ ! ~ ' S r ~ '4 / ~ / 3 OF 14 ROAD A PLAN AND PROFILE .r , isr ~ / i ~ / ~ ~ l% ' ~ ~i ~ ~ ~ ~ ~ / ~ F 14 . ROAD B PLAN AND PROFILE
10' 0 5 ~ ; i/ Fl ~ . ST-e ~ 1 10 3 ~ ~ 1 ~ ~ S - l~ , ~ 9 ~ / ~ , , „ 2 DRAT GE
i ~ ' ~ r~ ~0' D 5 ~ ~ ~ 2 ~ ~DR~lI~ GE _ -i ~ \ ' ~ ~ ~ ! ~ ~ 5 OF 14 ROAD B PLAN AND PROFILE EN „ - ~ - " AD "B" PLAN AND PROFILE „ ~ ~ 60F14....RO
3' 10 0,5 ~ ~ ~ ~ ~ ~uRe . ~ ~ j 10 10 BD, t- t 7 OF 14 ROAD "C" AND "D" PLAN AND PROFIL
BROADMOOR SU , , i ; S-2 E~ET SECT II ~ ~ 1~~+E~ ~T ROAD "E" PLAN AND PROFILE
10 0.5 11 10 3 ~ ~ `U.~ ~ ~ ~ ; P.B. 46 PG. 127 ~ ~ o IN ~ , 1 ~ ~ 9 OF 14 ROAD "F" AND G PLAN AND PROFIL 1~~ " "
ST- E T ~ ~ 10 OF 14 ROAD H AND I PLAN AND" PROFILE
m 1 - 0. I OF 14 SANITARY SEWER OUTFACE "A PLAN AND PROFILE i ~ m ` ! 11 " " PROFILE
OD 8 1 F11 ENT 12 OF 14 SANITARY SEWER OUTFACE B PLAN AND 0 20, " " ~ F 14 SANITARY SEWER OUTFACE C PLAN AND PROFILE ENT ~ ~ ~ 13 0
n ND ` ' EROSION CONTROL LEGE ~ ~ $ c, oD-~ " " OFILE -7 ~ ~ 14 OF 14 SANITARY SEWER OUTFACE C PLAN AND PR
i n n n - H n i - F 3 EROSION CONTROL DETAILS \ SE D1 0
~ 5 ~ % ST- ~ ~ P ~ WATERLINE DETAILS _ , j D2 OF 3
SEDIMENT TRAP _ ~ b .N. - \ / / /1 t r X44. RY SEWER DETAILS N ~ ~'R. ~ D3 OF 3 SANITA
STRAW W~ NETTING CHANNEL LINING ~ ~~'t ' ~ M~~q~ ~ AD WIDENING PLAN _ J R~ RW1 OF 1 RO ~
i ~ - ~ ~ ! AD WIDENING CROSS SECTIONS ~ ~ '~~t X1 OF 1 RO ~ 1~ ~ ~
' ~ - 0 CHANNEL LINING NAG C 35 v t ~ ~ p5 ~4 Z i
~ ~ ,n ~ " ~
CK CHECK DAM ® RO ~ v, 1 ~ ~ j N/F ' ~
s / CLEVELAND COMMUNITY CHURCH, INC ' PG. 48
LEVEL SPREADER ® o a I D.B. 2072, ~ ~ P.B. 58, PG. 171
- ~ ~ - ITS OF DISTURBANCE LIM a _ o r~ ~ ~ o m i
~ O ~ r a a A ~
N~f ~ m °i a ~ n TYP. Q / ® DISSIPATOR PAD ~ ( ~ / }"J 7 i
GAIL J, HAAS o D.B. 2191, PG. 825 ~ f i
P.B. 57, PG. 336 ~ ~i i ' / i
/4+ I < r" 3 1~ 1
I n ~ 0 n i ~ _o f ~ v i % ~
I ~ i ~
N ~ \ ~ ~ i
/ ~ ~ i . O SITE DATA i
_ .00 AC. f TOTAL AREA 92
S 10X70 GHT ~ TOTAL DISTURBED AREA = 11,72 AC.
• - o • ~ i STAN TRIAN a~ R OF LOTS = 138 TOTAL NUMBE i TOTAL LF OF STREETS = 7,537 LF
~ ECT10N 1 f a ~ !
i - - - - - - - - - _ U ~ - !
b ~ ~ 1
I DV OP R'
010 _ 60 P - ~ ~ ~ MES E
~BLI - ~R W ~ "st ~ C ~ ~ ROAD ~ ;:p . ; 2601 SUGAR BUSH t G, ~ r
r, t,~~ ! ~ ~~r<,= ~ IGH NC 27601 RACE ~
1 1
! I
SHEET N0. SCALE ,
N DATES JULY 2005
RDW DESIGIED ~ HORIZONTAL 1 ~ I
- _ _ _ _ - - _ ~ 1 1 1 1 i 1? ITr"1"'1 ~ S a~~ i n~l~DAI I rn~l~R \h'1~r ~ ann ~
Dw ' ?uH RDW SOUTHWIND HUF HUN I ~K Z) MILL V V C R H L- L- V v v i x ` L- i ff I I I ft~ SW PR0.1 # U,4-U,4/.j i-""' I
DWG FILE M04-0473 OF, 14
CHECKED LRH SURVEYING AND 201 GLEN ROAD SUBDIVISION EROSION CONTROL PLAN VERTICALS
ENGINEERING, INC. GARNER, N.C. 7529 ARNER . 19/20/ 05 H 919-773-0183 i
2 REVISED AS PER D COMMENTS PROJ. ENG. LR 919-773-0148 (FAX) I
REV~A. DE ~IS DATE DATE S URVEYING /ENGINEERING /LAND DFVELOPMENT
REVISIIISIONS

i
_...__~-..._..____.~Y...~_~._,._....._~.~..._.__.....~_~..._.~..~_~_.~.~_ ~ ~
~ ~ ~ i~ ~
SIPATOR ~ OUTLE ~ ~ ~ ~ i i i
~ i ~ ; ~ BEGIN WID 5 MH 5 i i Q ~ ~ ~ ~ , 1 p M
i END WIDTH 25.5 ~ i ~ 1 w 1 ROAD B STA. 30+11.
; i ~ LENGTH 18 \y ~ L r3 i .l ~ D50 0.5 ,t, i ~ ~ .ROAD "H" STA. 0+00
ST-17 v ~ 1 `'r ~ ~ 1 8 l
I ~ ~ ti I i
ti~ T FENCE T`~ ~ . ; ~ FILL,LIMITS , ~ , SIL ~ 44 LF 1 RCP W FES . ~ ''~c
~ l ~ MHO 0 ~ ,SITE 1 _ EACH ND ®1.5% ,
1 ~ ~ ~ \r. ~ ~ ~ I ~ ' DR AGE AREA = 0.3 AG ~ ~a~ '
w^ ~ ! ~ N q ~ Q ~ F !y , ~ r l
~N i - . \ ~ I c ~ 1 l l
-1 r ~ ~ ~ S ST-16 ~ ~ ~ ~ 0' i l •
~~,r i / '~uld ~ ~ \ 1" - SEDIMENT TRAP DIMENSIONS
~»,k~. ST# WIDTH LENGTH DEPTH WEIR
v 1' ST 5
~ i` ~ ~~~~x,o ~ ~ ~ ~ ~ ~ ~ W FES ~ ~ ~ ~ , , , ~ 4 LF 18 RCP ~ ~ i ~ l 3 53 106 2 12
1 ~ ~ ~i \ _ ! EACH END ®3.5~ ~ ~ ST 4 ; ~ ~ ~ ~ ;
~ AREA = 4.6 C. DRAINAGE ES W F 92 LF 0 RAP / H~29 4 42 $4 2 H~29 ,o
1 EACH END 1.Ox ~ - sY;< T , , ~ ~
'\y " " 1, DRA AGE Af~EA = 12.5 AC ~ , ~ B STA. 18+54.7 ~ 1 ~ 5 10 20 2 4
' ~ 7 i I ~ ROA " "STA. 0+00 i ~ ~ ~ ~ ~xt ~ ~ ~ ''~i ~ , ~ xt 16 9,5 19 2 4
i ~ I $ ~ 6'
Flu u ~ ~ Q ~ ~ ; 9 G ~ ~ ~ ~ t ~ 4 ~ 17 8,5 17 2
l ~ ~ Ls-2 . ~ s ~ ~ ~ ~ ~ ,s ~ I I ~ , ~t:
i ~ ,
~ ~ ~ ~ ~ 1 ; , FLOW ARROW TYP.) ,r ,fl` \ ~
9 h
~ i~ ~ ~ ! ~ i 1 ~S I 1
~ ~ p • / ~ ~ READER DIMENSIONS ,,x ~l LEVEL SP i
I I ~ - ST 3 ~ ~ OUTLET A OR + ~ h V r ,fir"~ PTH ~
! ~ i ~ BEGIN LS# ENT, WIDTH END WIDTH LENGTH DE
r ' ~ ~ l ~ ~ END WID S ' 62' 0.5' l1 1 10 3
I . ~ ~ LENGTH 12 I' > ~ _
~ D50 0.5 ~ l , 1 e 2 10' 3' 72' 0.5'
i ~ ~ ~ ~ \ 44 LF 1 RCP LF 1 RCP W FES ~
• F ~~A ®1.59' , 3 10' 3' 30' 0.5' 1.59' ~ I
~ ~ ~ ~ \ ; ~ y ~ a~ DR AGE A • . Q i ~ r _ - ~ AGE A = 1.6 AC. r>,' H#1
, o~ • ~ 4 10 3 30 0.5 ~ ~ ~
i ~ - z r o. F ~ :(•~tl H p p ROAD B TA. 26+26.42
I ~ ~ ` ~ ,'r ' / ROAD G S . 0+00
} i X3`4 ~ > < ~ i I ~t
44 LF 4 SRC W FE ROAD B TA 0 ~ "F" STA. 0+00 EACH E .5% ROAD j
DRAINAGE AREA - 5.4 A ~ X 9 N ~ OUTLET DITCH SCHEDULE ~ r
\\1'1T -2 PVC DR ~ S 6 ~ ~ ~ \ ~ ~ ~~~ss ~ LOPE LINING ; DITCH # LENGTH S
S ~ ~ WATERLINE A q ~ ~ ~ ' 45 i
~ 4~ ~ 13 ~.z i A R {y 136. ~ 1~ ~ 8 1318' 1,5/. STRAW W/ NETTING
~ $'a ~ 1$ 4 ' ;
~ A B STA. +34.41 N RO
~ ' " " + 8.41 I. ' , S ~ ~ .ROAD A STA. 8 9 L CUTLET DITCHES SHALL BE CONSTRUCTED WITH A ' AL i
~ s T,. F BOTTOM WIDTH AND 3,1 SIDE SLOPES, LEVEL THREE ODT
% ND OF ALL , ~ SPREADERS SHALL BE INSTALLED AT THE E `
ti y,~ ~ F ` ~ ~ ~ 23+00 23 ~ ~ ~ RED STREAM G DITCHES THAT OUTLET TO A RIPARIAN BUFFE , ~ ~
` ~ a~ ~E
44 LF 18 RCP W FES~~ ~ ~ ~
CH END ~-1.0~-'" s~- t.>.~rr,.;,~~-', ti 5 \ 1i~tAG~~ AREA = 3.0 A . - ~ ~jT i < ; 10•
i ~ ~ l v TRIA ' SIT '
x ---~._pI~TA CE CSTA CE TRIANGLE YP. E CH INTERSFy2Tt01~

i
~ TABLE OF IMPACTS I
SITE # WETLANDS (AC. STREAM (LF) BUFFER (ACJ = i
u_ / i - o Q
i 1 0,08 122' O ~ ~ i
i I e O ~
o ~ N VI STA = 30+50 z oo P _ Q - . __------_.__-r _ - T - - - -50 E
.-_~_~....___.,_._.___._v_r.___.._~.._._.____._._.T_ T__. ; , ~ + ~ PWI ELEV = 291. ~ - - - T------------- - _ ~ D I o
I i ;I ~ i ~ f c ~ I i Q i~ ~ ~ ' I N I I O ! ~ i ~ N ~ ~ LVC = 235 i
I ~ +O ~'c0 N i ~ H j ~ I I~ I ~ ~ ~ ~ ~ K=76.5 ~ i ~ ~ ~ ~ ~
i i p i I e 'i I j ; i I ~ i . ~ Q I j ~ I ~ j N I~ N Z f- O I I ~ ~ +N ~ ~ I~UIf- I
PVI STA 19+50 a ~ ~ I ~ , ~ I ao PR~'POSED GRA~E I a ~ ~ ~ ~ 0 4 = _ - 1
( ~ N ~ O _ ~ i , _ - _ . ~ - t -r--- ~ - ~-N I ~ ~ ; - . _ :_..P~VI_ELEY ~=_27.5.I0- - - ~ ; _ --F ~ --_.A_ _ - i. _ - r-- - __._.,._-1....-._-_.._T i__... 4-_,._ .-._.4 _ _ -T.. ~ ' ~ 1 _._.-I- ~ -N ~ ~ d ( i I
_ - - _ i ~ ~ 00 ~ pVt__~A ~-~T6+~5fl - ~ - I ~ i ~ - ~ - I~ ~ ~ ~ EXISTING GRAD ~ M N I I I = O ~ I M ~ ' ~ , N i ~ H
i ~ _ ~ I LVC 75 ~ I ~ ~ ~ ~ i - ~ ~ ~o i + ~
i PVI ELEV 264.92 ; ~ K = X4.88 ~ ! ~ r I ~ ~ ~ ~ a I ! ~ 0260 ~ I ! + ~ ~ ~ ~ ~ LV oo I ~ o r I i I I = O I ~ ~ 1.44% ~ I ~ j _ ~ ~ i i ~ i
I ~ ~ K = 2.83 ! ~ ~ N N N _ °t~ ~ ,I I I I I i I li j ii-.._ _ ~
~ ~ M ~ ~ ~ ~ ~ Q n. i i I ~ I t I ~I
; I _ _ _ ~~-_.____1 fi---~ -e----r a_ _ I ; _ ~ i i_ ~ ~ ~ i ~ I I ~I --2ao- _ ~ ~ I ~ ~ ~ N I i ' .
r I i i ~ 1 I I ~i 'i I li I i 1 r ~ I I : ~ i t tl % ~ ~ _ VC 0.50 ~ , ~ ~
~ ~ ~ ' ` ~ ~ o ' i I ~ ' 8 LF 8" DR-35 PVC. ®0.50 08 LF 8 SDR 35 P ~ r ; of N i f i . ~r N N I ~ ~ ~ 1N
to ~ I 1.01 ~ ~ 17 i ~ ~ ~ ~ I PVC ® ~ ~ ~ i I ~ j II II I ~ F- +
i i ~ ! ! i i I o0 I 3.5g% ~ i ~ rn ~ ~ I i I ~ ! , ~ -----t.11 _ - _ _ r I _ rt. i _ 1 Z ~ T- - ---r__----__ r----- N N _ ~ ~ O ~ i
t -I ; ~ r I N n r nM ! ~ I I - O r ~ ~ i ~ I j
i i " r. 1 •n R j ~ I N i ~ ~ I ~I N ~N i i 000 ~ r ~ I II II ' N ~ II III I ' i ! II
1 " ~ I ~ uJ I ~ I ! ~ I I I N N ~ I II ~ i II a ' i ~ ~ ~ j ;z z II i i i i, IIWZ v v t i I { i i ~I f
i i i I I II~,~ ~ I j i I ~ it ' I , I
~ i I II II I w~ Z : i ~ ~ ~ - i ~ ( ~ i 3- _ i Z ~ ~ _ _ _ I Z Z ~ _ I . _ ~ - , I
_ z- ~ ~ I ~ ~ z . 26o-,_..... _ ~ i --i- ~ ~ ~ ~ ~ - I j ~ ~ I I Z Z i I ~ ~
j ' tD ~i ; i Z Z f ~ ~ ~ i ~ ~
N ~ j . t I ~ ~ ,
I II j ~j 1~ I I i i ~ I " II ' I Z Z j i I I ~ ~ ~ I
W FES CP ' 92 L~ 30 R f , I I 11 l~ I ~ i _ _ ~ ` ~ • ~ - i ~ ~I f I I ~ ~ i ~ ~-~-.~~-~~-a-Y--~ a _ _ _ i _ I .-T._. ~ .._t-__, j I I t i
~ I EACH; END ®1.0~ _ _ z I _ _ - I _...---___DRAI{~AGE_AREA ~ 12J--AGE-~ ~-__r_ r l i r_... _ _ i - ~ i - I ~ ~ i I i ~ j ~ ~ t~ ;ter 4..- ~ ~i. ~i I i ~ fi 7 ~ ,
i i i INV. ~N = 252.91 , ~ ~ i ~ i 11 l ~ ~ ~ t b rya ~ +sM
Z ! i ~ `i r- ~ ~ ~ i I I I I 1 . ~ 1 . i ' ~ I { 4 I j i ! F 4 nom. V i • a-~~n b'
~ i j i I ~ I it ~
I E ~ i ~ i I ~ i
I i . , 1 I ~
1 i ~ N N ~ c0 d.~ r' SOD pp~ pN d ~ N~ NO 0~ i~ ~ O rpp .c0 ~ ~
r O M I~ O ~r O~ ~N N~ ~Of `~c0 N NO rM ~M `~00 ~tp ~M .N .O ~0p ~M ~ NO fir; ~ .N .O •r m rn rn ~O O ~ ~ ~ d' ~ ~ r 00 00 Oi ~ O rn O ~ ~ r• N M d' ~ pp c0 00 ~ 00 r ~ 00 ~ 00 ~ 00 ~ 01 N ~ 0)
~ aDr OQj NQ ~nj c~Dlfj ~tp rtp rn DDS DOr pp~ DDS 00 00 00 ~ N00 N~ N N N NN N NN N N NN NN NN NN NN NN N N N N N
cps u~~ cD~ Nc0 Nc0 Nr Nf~ NIA NN NN NN NN NN NN NN NN N NN NN NN N N N N N i
i i i 27+00 28+00 29+00 30+00 31+00
20+00 21+00 22+00 23+00 24+00 -00 25+00 26+00
16+00 17+00 18+00 19+00 i i
i SHEET ND. SCALE
nESic,~n RDW ~ JULY 2005 DATE HDRIZDNTAL~
ne~~iu R11W - 1"=50' _ sW PROS. # 04 0473 ~i ,
f mown / `f tf 1 1 1 v v I 1 \ V r i
CNECICED LRH vo< I SURVEYING AND 201 GLEN ROAD SUBDIVISION ROAD VERTICAL DWG FILE N04-0473 1"=10
ENGINEERING, INC. GARNER, N.C. 27529 OF, 14
2 REVISED AS PER DWQ COMMENTS 9 21 05 , i. Ew, LRH 919-773-0183
DATE 919-773-0148 (FAX) rt~vrro, REVISIO nEVISIONSNS S
f

- ~
j
I I
I
i ,r~~ ~
i ' ~ i
fl ? ~
~ 1 j - l II r ~
i ~ ~
i ~ i ~ _ ` ';~i' ~ 1
TRAP DIMENSIONS ABLE OF IMPACTS ~;1` SEDIMENT T ~ , , / i ~ r / ~ f
WEIR (LF BUFFER (AC.) ; r ~ ~ - S ~ ~i ~ T# WIDTH LENGTH DEPTH SITE # WETLANDS (AC,STREAM ) ~ ~ j ,:~a' to ~ I
~ ' ~ ~ ~ i ,~,~..1 I
8.5' 17 8 4 0,01 122 .20 ~ , , , ~ . , ; " 1 1 ~ ~ r~ / ~ / ~ ~ l / I' '__I ~ i N p ~ ~ I
I ~ F` l 1 ~ ~ , I ' /
i ~ ! ~ ~ ',,~(f ~ ~ , ~ r \ l ~~t r' y'` / W
~ ~ ,J i 3 ~ ~ ;~i f - ~ 1 i ! 53 106 2 1 ~ - ~ ~ ~ N ~
~ / 11 , ~ 1 n. 1 ~ ~ ~ / ~ j
~ ~ % 42` 84 ~ ~ 4 ~ ~ ; it ; , ~ ~ ~ l _ ~ ' ~ ~ ~I ~ ~ ~ i
V J l - ~ N/F ~ ~
~ 20' 2' 4 i ~ I' ~ ~ ~ ~ ~ ~ 5 10 E ~ , ~ ~ ~ i t ~ ( r' o JDG INVESTMENTS, INC - _ O ~ ri ~ \ ~ t ,.~1 ` ~ 7 PG. 6IQ-.`~~,
~ 2' 4' - / ~ ~ , ~ , t ,K ~ 1 ( ~ D.B. 278 , i `~i i O ~ ~ ,
r'~,~
~ , , ~ i 1~ ~ ~ ~ c i 35,5 71 8 8 ! ~ ~ ~ 7 ~ ~ j i ~ j' ,
~ r ; ` _ '-a ~ > > f ~ ~ -~l', ~ I ~ ~ 12 ~ , ~ ~ ~ ~
g 47 94 2 l'~~ } ) ~ s~ ~ Imo--__~__ , ~ ~i~i,~ _ VICINITY MAP j ~ , ~ ~ I - ~
~ , i ~ \ ~ l~r r'~~ ~ f ,
` ~ r' ~ ~ r i ~ i a ~ .~j/ ,,1 ~ ~ i I ~ I I
N/F ' 49' 6 BROADMOOR ASSOCIATES, LLC ~ j r J~ I ~ ~ ~ - - ~i ~ o?~, d 1 1 1
10 24,5 , / , ~ , ~ ~ i .f PG. 112 ; ` ; ~ ~ % / ~ ~ , ~ D.B. 2005, / ~ / . ~ / ~ 1 i 1 ~ t ~ ~ ~ , - ~ ` ~ U~ ~ . ~ GENERAL NOTES
11 22,5 / ;1 ~ ~ , ~ ~ .s~ ~ / /t''; j ~ \ ~
i i1i~~ J / ~ ~ L -8 ' - - i~....~' ~ ~ ~ + ~ ` AD CONSTRUCTION IS TO BE IN ACCORDANCE WITH NCDOT m__. W ~ ~ „J L ALL RO N ~ ~ NJ
34 ~ ~ 12 17 N RS ASSOCIATION 1 ' rl,~~'"? ~ ~ ~ OD ~ AINAGE ' ~ ~ 9-'' t_._._ o ~ \ rn / I ~ , STANDARDS AND SPECIFICATIO AINNcGE ~ ~ i ; ,r ; , SPONSIBLE FOR HAVING AN INDEPENDENT
BROADMOOR HOMEOW E r_.~ , ~ . i ~ ~ ~ D.B. 1865 PG. 296 - ~ ~ , EN1~ i ~ 4 ~ ~ ~ - j ~ ~ ,r t ~ ~ t ~ ~ 2. THE CONTRACTOR IS RE NEERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE,
13 8 16 2 ~ ~ k~ l n i . n~ ; , ~ ~ v ~ i t ~T- " i ~ _ N I ' ~ ~ ! ' ' - i ASPHALT MEET NCDOT STANDARDS, r _ ti. ~ / ~ N , , , , / AND
, i ~ ,i,'%' z ~ l I ~ ~ ~ l ~ ' ~i~ NTRACTOR IS TO INSURE THAT RADII ARE CONSTRUCTED IN m / , , ~ 3. THE CO
14 19,5' 39 2 4 , ; ' r ~ i' ~ 20' ; ~ , 1 i ; ; - ~ ~ ~ ~ ~ TYPICAL SECTION. ~ r'- ~ ~ ACCORDANCE WITH THE PLANS AND n / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ = , ~ ANCE WITH THE APPROVED
~ ~ ~ ~ d ~ ~ ~ ~ n 6 ~ , 15 28 56 ~ % i - ? , , 1t i ` ~ r'~ ~ ' ' ~ 4. THE CONTRACTOR SHALL WORK IN ACCORD I ' = ' ~ ~ ~ / ~ i~ _ ~ ~~W/ ~ tom'' NCDOT DRIVEWAY PERMIT, AND
~ ~ ~ i ~ ~ ' ~ ~ s f r , , ! v~ti , ~ - 1 ~ ~r ~ ~ -t-Ir _ ~ ~ w i; ~ EROSON AND STORMWATER PLANS, ~ i k ~ ~ a ~ ~ Al , ~ , 1
I 16 9,5 19 2 4 ! , , o0 4 ~ ; ~ ~ n / 20`` AI GE ~ N ~ ~ ~ ! ~ ~ - ~ ENCROACHMENT AGREEMENT. j ~ w ~ ~ ~ i , A r IAL I ! TRACTORS SHALL VERIFY THE TYPE, SIZE, DEPTH, MATER , - CON ,
I ~ , 4' , ~ ; , i R ST-12 r1'E M r i i j ~ ~ ~ ~ i . W ! ; ~ 5. THE ! ~N ~ ! - - - / TING UTILITIES PRIOR TO BEGINNING . ~ ~ ~ ~ ~ ~ . - ~ ~ LOCATIDN OF ALL EXIS i ' N' ~ ' ~ ~ r, i i; AND
17 8,5 17 2 ,~a t ~ / r N ~ i Y - f 'I I I N i At 1 ~ _ - / ' ~ i' ' l / ~ ~ ~ ' ~ TION. ~ r _ _,1'` ~ ; : ; ; - CONSTRUC GIS I
l I ~ I / ~ 1~~ J ~ n~ i ° 1 n' I ~ ' ' ~ i ~~-~-ti, ~ ' - % ~ HE CONTOURS SHOWN ARE TAKEN FROM JOHNSTON COUNTY ~ 6. T i
/ /~1~I 7 a ~ 1. ~ I y ' N ~ ~ ~y ' n 1 1" ~ ~ / ! ~ , i i q „ ~ ~ ~ ~ ~ ~ ~ ' - FOR GRAPHICAL REPRESENTATION ONLY. H ~ ~ ~ ~ ~ _ DATABASE AND ARE I - ~ ! ~ ~ / / ~ ' ' TEMPORARY LINING ,
r%' , ; ~ I I N ~ ~ ` ~ ~ o / ! -'`-l~'"' 7. ALL DITCHES SHALL HAVE A STRAW WITH TACK , ~ _ ANENT GRASS LINING UNLESS OTHERWISE INDICATED.
I i ~ f N , / , ~ AND A PERM G BARE - ~ i ~ ; , ~ ~ SEDIMENT BASINS SHALL BE REMOVED AND THE RESULTIN r t - ~ . 8. ALL
i _ _ 1 ~ ) M / ~0 A ? 1 ~ ~ °y/~ ~ ~ % ~ ~ -~-~-'f ~ S SEEDED WHEN VEGETATION IS ESTABLISHED AND/OR AT - 3 ~ ; ~ ~ i , , C / . , _ , AREA
` \ ~ n ~ ! 'N ~ / ~ ~ / J - - F TH ENGINEER, n ~ ~ £ ,r ~ , / _ DIRECTION 0 E E i
i ~ ~ e~'" 0~ f~A A ) ~ OD~1 D ~ / ~ - ! A / 1 / % - CON RUCTION SHALL BE IN ACCORDANCE WITH TH , , ~ 1 , ; , , r' ~ 9. ALL UTILITY ST I
LEVEL SPREADER DIMENSIONS y,';' r ~ sE~? ~ y - s ~ ! ! ~ ' % '"'~J OHNSTON COUNTY STANDARDS AND SPECIFICATIONS. ~ ~ N ~ ~ ~ ° ~ ~ ~ ~ J LOCATIONS WHERE i
Q T WIDTH END WIDTH LENGTH DEPTH ~ LS# EN \ N f ~ N , j.. ~ r ' , . % ' ~ ~ Jf ll~ ~ ~ ~ 10. LEVEL SPREADERS SHALL BE CONSTRUCTED AT ALL ~ A~, ~ OFD $RANC},f' . ~ ~ l / ~ 1 i' ~ ; - ~ 1 ~ ~ - i' / / r' ,~..i ! - ~ i % ; ~ A DITCH DISCHARGES TO A RIPARIAN BUFFE ~ j
i ~ I ~ .....,n j / ' ~ / ~ ~ TION WITH 1 t ~ ~ - ~ ~ - ~ ~ ~ NATE STREET CONSTRUC
3 62 0,5 ~ 1 10 ~ ~ ~ , ~ - ~ / - - ; ! ~ ! / ; , " 11. THE CONTRACTOR SHALL COORDI I ~ l ` 1 ~ ~ ~ ~ - ~ i ~ ~ ~ E CONTRACTOR SHALL INSTALL CONDUITS ACROSS , - ; f , ~ l ~ ~ , ; PROGRESS ENERGY, TH
/ ,l N p ~ ~ i i ~ ~ ERMINED BY PROGRESS ENERGY PRIOR i = , ~ - ~ / ~ ~,1 ~ ~ ~ amp. THE STREETS AT LOCATIONS DET
O 72 015 2 10 3 ~ m ~ i , .1 ~ ,1 ~ ,r ~ ; ~ ~ ; ~ r TO BE PROVIDED BY i ~ ~ / ~ ~ ? ; ~ / ' ! ~ TO PLACING THE STONE AND PAVING. CONDUIT
3 30 0,5 BROADMOO ' -'"-~i~ ' ~ f ~ ~ ' PROGRESS ENERGY. ~ ~ ~ r' - ~ ~ ' ~ ! ~ ~ ~r ~ ESS OTHERWISE NOTED ,
10 ~ w, _ SECT III ~ A ~ ~ ; ~ ~ ~ - / ~ f/ / l ~ ,ALL DRIVEWAY PIPES SHALL 15 RCP (MIND UNL / / ~ ~ 1,~/ % ~ / r`` ~ ~ i' ~,'1 t 12 JOHNSTON COUNTY
~ i ~ ~ P.B. 49, PG. 440 ~ e ' i ! ~ 30 0,5 ~ / r ~ ~ ~ ~ ~^1 ~ ~ ; ~ ~ THE DRIVEWAY SCHEDULE ON FILE WITH THE ~ / / i r ON ~ ~ ~i/ ..i ' TOR, - ~ ~ J , . , f ~ I ~ STORMWATER ADMINISTRA
1 4 10 3 ~ / / a' ; ~ , ~ ..:.r ! fi~,/r ,~.ii~ / ~ o ~
~ ~ 0 0,5 Q e ~ 10 3 1 ~ i _i~~, , / ~ r/ j`~ ,r ~ ~ ~ f ~ ~t i ' i ~ i
20 DRAINAf~ I >P' ~ / 'N/F T -1 ' / / ~ ~ ~ ~1~~ ~ i
~ ~ ' O,S ~ t ' EASEMENT I j ARM ,LL _ ~ ~ i % : ~ VELAN~' Cr ~
...a,,.-.ij j ~ ~'~~'l~r---~ ` ~ /i r s -s ~ ~ ( ~yF.ET INDEX
' J-- / i 1 OF 14 COVER SHEET AND EROSION CONTROL PLAN ~ I .i i ~ / ' % i 2 OF 14 OVERALL UTILITY PLAN j
~ ,~1 j ~ } ~ % % i S I, ~ ' ~ 5 - ~ ~ ~ ~ ~ ! 3 OF 14 ROAD "A" PLAN AND PROFILE !
8 10 r FEN vMl 20 DR I " , ~ ,r .r i ~ r r / ~ / I ~ ~ ~1~ ~ r ~ / / / " ~ ~ ~ 4 OF 14 ROAD B PLAN ANO PROFILE i
9 10 3 ~ r f e - _ ~ 2 ~ o I cE V ~ ~ ~ ~ ' ~ ~ ' ' i I I ~ ~ ~ ~ ~ 5 OF 14 ROAD "B" PLAN AND PROFILE I I GEl
, i~i`~~ J ~0'p ~ EN ~ -s.. " "PLAN AND PROFILE EN - ~ 6 OF 14 ROAD B " "
- ~ 0,5 ~ ~ isn,R ~ 10 10 3 10 1~ /~r BROADMOOR SUBD~ ~ j ; T- E ~ ~ / ~ ` 7 OF 14 ROAD "C" AND D PLAN AND PROFILE ( ~FIECK " " ,
~ ~ , / ~ r J S-2 t , , SECT II 0,5 8 OF 14 ROAD E PLAN AND PROFILE
11 10 3 10 , ~ r ~ P.B. 46, PG. 127 ~ I ~ o ~ 0 IN GE i - OAD F AND G PLAN AND PROFILE ~ ~ 90F14....R " " PLAN AND PROFILE
~ n i ~ ST- E T i `~t~.-.. i 10 OF 14 ROAD H AND I 1~-"- ~ i 4 SANITARY SEWER OUTFACE "A" PLAN AND PROFILE j I ~ 11 OF 1 „ „
m m i, OF 14 SANITARY SEWER OUTFACE B PLAN AND PROFIL
~ 0' D. 1'~ OD-81 ENT N G ~ `ti._ 12 " " ND PROFILE NT ~ _ 13 OF 14 SANITARY SEWER OUTFACE C PLAN A
EROSION CONTROL LEGEND o oo-~ m ~ UTFALL "C" PLAN AND PROFILE SANITARY SEWER 0 I 140F14 I
1 ~ n i ST 5 - D1 OF 3 EROSION CONTROL DETAILS
~ I 2a~~ ST- TERLINE DETAILS ~ D20F3...WA ~
SEDIMENT TRAP 2 T ~P ~ N ' \ ~ F 3 SANITARY SEWER DETAILS " D3 0
AW W NETTING CHANNEL LINING A~~u , ~ RW1 OF 1 ROAD WIDENING PLAN l ~
i OE gTORiM'I ~ - _ t~ ~ - n . t n ' 1 i X1 OF 1 ROAD WIDENING CROSS SECTIONS ~ , \m ~ I ~J m i
L - 50 CHANNEL LINING ~ ~ ~ ~ N ~ NAG C 3 , ~ _ ~ i ~ N ~ I I
m ~ N I ` ~ ~ ' W i~ ~ ~
® ROCK CHECK DAM - rn~ ~ i ~ sTR ~ , I ~ N/F r ; AND COMMUNITY CHURCH, INC I
_ , i CLEVEL ~ ' D.B. 2072, PG. 48 ~
® LEVEL SPREADER /~i O a ' O \1,r ~C ~ ~ PG. 171 j P,B, 58,
NCE ~ . LIMITS OF DISTURBA ~ W m . W
i m o r o ~ i F m N N N / O m t' ~ "
n R TYP. Q ® DISSIPATOR PAD ~ ( ~ GAIL J, HAA o , r'`f - j
r" i D.B. 2191, PG. 825 i /
° P.B. 57, PG. 336 ~ I ~ ~ / , i
''I < I~
1 ~ °
• i
.I~ . N ~ r i ~ O 1 I
i SITE DATA I
~ ° _ TOTAL AREA = 92.00 AC. t
l - ~ ~'.-1.1~ o _ T 2 ~ ~ • r S ( 10X70 GHT ~ f DISTURBED AREA = 11.72 AC. ~ TOTAL TOTAL NUMBER OF LOTS = 138 i
STAN 1$IAN • AL LF OF STREETS = 7,537 LF ~ TOT I
~ CTION " ~ . ~ i
{ . - I
V . ~ ~ ~r - 5
N_._._---__-- . ~ SR ~ DV OP R,
60 - PUB _ ~ CENTEX HOMES
LLC R W ' 2601 SUGAR BUSH ROAD C ~ ~ ~ t
I ~ F, ~ RALEIGH, NC 27601
1 ~ ~ I
i I
SHEET NO. SCALE
I DATES JULY 2005 HpRIZONTAL~
RDW
~ - .rte I II 1\IT ~ ~ ~ T r n~ C` ? ~ ~ ~ ~ n v~ R e l l ~ n~ i nen ~ A nd-nd7~ 1"-2~0' 1
I 1\ V ivi I~~ V r L 1\ l 11..1 v v . L.- I• Jw rRU.r +r ~VERTICAL
DRAWN RDW AR' SOU I H WIN L) MUN i
i 1 03 Sul SUBDIVISION ER OSION CONTROL PLAN DWG FILE M04-047 j
CHECKED LRH SURVEYING AND 201 GLEN ROAD ENGINEERING, INC. GARNER, N.C. 27s29 OF, 14
919-77, N i
REVISED AS PER D COMMENTS 19/20/051 PROJ, Da LRH 919-773-0183 (FAX) EMSED AS PER NCDOT COMMENTS DATED- IVJ4/05 2 DATE
REV .NO. DESCRIPTIONS DATE S
REVISIONS i

i i
I i
i
L ~ ~
Q Yd ? ~ /
i ~ ~ 1 ~ ~ I !
ti ~l .Z~y ,1 r f ~ ~1 ~ ,
~ SEDIMENT TRAP DIMENSIONS ~ r , ~ ~ TABLE OF IMPACTS ~u)~ r~ _F~
ST# WIDTH LENGTH DEPTH WEIR ~ ~ ~
SITE # WETLANDS (AC. STREAM (LF) BUFFER (AC.) ~ r
8.5' 17' 2' 4' ! ~ ~ 1 /
1 1 122 .20 -l.,r r~ ,1, r,~~~/, /ice v-, lr ~ /i ~ ~ ? /^~J/ ~ i ~ ~ , , r~, , ~ ~
2 17 34 2 4 iii, , ; , ~ ~ t; / ~ r f r ~~y 1i i ~ .r , ~l , 1 ~ 1/ _sr1, ~ N ~ ~ I
3 53' 106' 2' 12' ~ , - ~
_r, ~ 151 /
4 42 84 2 12 ~-~_i ,111 ` ; i ~ N I ~

4 - rr,/,, 5 10 20 2 ~ r~i,~ ~ - ~ r
~1 1 li~ ~ . 1: ~ ~ , , i t, -.1, l,,
6 10 20 2 4 , !~I , r~r ; I i tl I ~ , tl4 ~t,~ t I ~tt~ ; / - o JDG INVESTMENTS, INC - ~ ~ ? ~ ~ ~ ~ s , ~ ;r ~ , D.B. 2787, PG. 614 ~ ~ o o
,~~/l ~ r ~ ri l.~ I , _ ~ 71 2 8 , r 41i ~ ) 7 35.5 I r , ,t ~ r ~ ! P,B, 65 PG, 210
. ~ ~ i 1 , ~ L, . ~~t. , _
i 1. ` 1 ~ 8 47 94 2 12 ~ li 1 r i S~ „ ~ 1 ,r - ~~1~. + . i .--~r ,
.r , ~ ~ , ~i~ , ; - I /r,, / i, • it 1 11 ~ / i r - r
9 , ; : . t.l ),J t;~ r- , VICINITY MAP i / ~ _rL r
j l~i~,- N/F ~ r ~/i /lr, „A . f ~ ~ ~ i ~ , ~I ~ ~-i ~ ~ I
10 245 49 2 6 ~ ;.1 ~ ~ 'f ~'~1 ~11j1 ~ ~ BRGADMGGR ASSGCIATES, LLC ~ ~ , ~r. i ~ J , ! 1 1~ r'~ r ,ice ~ , 0 i
D.B. 2005, PG. 112 ~ / ~ i LI(, I 11 22,5 45 2 6 . , ; , / ~ , .,1~, r ~ ; , r? f ~ - I
! ~ ~ f !r ~ ~ ~ , ~ 1 / r / ~P~ I. i~ - ~ GENERAL NOTES
34 2 4 , ~ ~ 1~~, I :~I,,, , a, 12 17 I N/F / ~ ,f ~ r ( ~ ~ ~ • ~ ,,I~ .111 f ~ ~!l ,1~ ~
1 ~ ~ ~ ~ I~ 1 Il i ~ BROADM~OR HOME(JWNERS ASS(JCIATIDN /r~;~ rf~,~ ~I ; ~ ~ ,i ~ ~ ~ / cn W s : • ~ ' ~ ~ m A 1. ALL ROAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH NCDOT
13 8 16 2 D.B. 1865, PG. 296 ~ - ! j!! ~~~,i~ ~ ~ r ~~II .1' ~ i ~ , i. o rn ~ -r; ~ t / STANDARDS AND SPECIFICATIONS ;
j,/ir ~ ~~i ~ ~ r ~ ~ ~ ~ ~ 2. THE CONTRA l ~ , `v I A W CTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT I
14 19,5 39 2 4 , ~ ~ 1' ~ , „ ~ , 1 l~l ~ ; '1 r~ ~ ~ 1 ~ ~ ENGINEERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE, ~ N /f ~ ~ ~ AND ASPHALT MEET NCDOT STANDARDS. ;
,1! , ~ Jl ~ ~ I 28' 56` 2' 6 - ~ ~ 1~' i ,~i 15 t ~ ; . ; f,_ ~ I ~ - 3. THE CONTRACTOR IS TO INSURE THAT RADII ARE CONSTRUCTED IN
~i ~ ~ ~ ~ ) ' ~ r;'' • • ' ; ~ - ~ ACCORDANCE WITH THE PLANS AND TYPICAL SECTION.
i i ~ ~ fi ,,1~,~, 1 ~ III ~ ' 1 ~ ~ , . W ~ 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED ~ ' ~ I N ~
' , , 1 j I W N 01 EROSION AND STORMWATER PLANS, NCDOT DRIVEWAY PERMIT, AND
~ ~ ~i ~ / ~ ENCROACHMENT AGREEMENT. ! i I (Ji N ~ W
i ~,,i~, , , ~ r' dpi i i ~ ~ / I _ ~ / 5. THE CONTRACTORS SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, ,
_ l!/ , U f~ ~ i ~ ~ • ~ ~ ~fl ! i W ~ AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING - / N ~ ~ ~ ! ~ ~ r..- / ~ , - CONSTRUCTION,
j 1' it ,l~ ~l; ~ 1 w ~ ~ 6. THE CONTOURS SHOWN ARE TAKEN FROM JOHNSTON COUNTY GIS I ~ ~
Sft~~ i/i ~ ~,I~I I ~ / ' W DATABASE AND ARE FOR GRAPHICAL REPRESENTATION ONLY. ~ - o I
' - ~ ~ 7. ALL DITCHES SHALL HAVE A STRAW WITH TACK TEMPORARY LINING
li~ AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED. - vr~ ,
' ~ ~ 8. ALL SEDIMENT BASINS SHALL BE REMOVED AND THE RESULTING BARE ~ n 'Jr • ~ ~ ' ~ AREAS SEEDED WHEN VEGETATION IS ESTABLISHED AND/OR AT THE
i ~J~~IJ t LEVEL SPREADER DIMENSIONS ; ~ c ~ r 1 . ~ N f l ~ ~ r/ ~ ~ - tD DIRECTION ~ ~ OF THE ENGINEER.
LS# ENT, WIDTH END WIDTH LENGTH DEPTH ;r, ~ - ~/t / ~ N \ ' 9. ALL UTILITY ~ ~ ~ N ~ ~ CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ~
r t; ~ ~ ~ T d - r' ~ ~ , . ~ JOHN T N = ; ~r: S O COUNTY STANDARDS AND SPECIFICATIONS.
~ ~ , ~J ~ ~i j N A 1~ 1 ~ / , i ~ ~ ~ ~ t ~ 1 10 3 62 0,5 ; ~ ~ ' ~ , , \ , ~ OF BRANCH 10, LEVEL SPREA R H C NSTRUCTED AT ALL LOCATIDNS WHERE r DE S S ALL BE O
1 E ~ fi ~ I 1 N~~ 'r~`~~=_ A DITCH DI ~ , , ~ SCHARGES TO A RIPARIAN BUFFER,
2 10 3 72 0,5 ~ , -i--.- ~ m ~ , ~ ~ ~ r=~ - =r 11. THE CONTRACT R HA R NATE STREET CONSTRUCTION WITH i . • ~ ; ~ O S LL COO DI
~ - . ! - PROGRESS ENERGY. THE CONTRACTOR SHALL INSTALL CONDUITS ACROSS I
3 10 3 30 0,5 BRDADMOGR SUBD, ~ i` i --''.-~f- / ~ THE STREETS AT LOCATIONS DETERMINED BY PROGRESS ENERGY PRIOR i ,-~1-~~ ~ TO PLACING THE ST~IE AND PAVING. CONDUIT TO BE PROVIDED BY ' , ~ I
SECT III j ~ J; = ~ % PROGRESS ENERGY,
4 10' 3 30 0.5 P.B. 49, PG. 440 ' ~ , ~ ;r -i'~ _.i`=~ - ~ 12. ALL DRIVEWAY PIPES SHALL 15' RCP (MIN.) UNLESS OTHERWISE NOTED
ON THE DRIVEWAY SCHEDULE ON FILE WITH THE JOHNSTON COUNTY
~ STORMWATER ADMINISTRATOR.
6 10 3 1 ~ zo' o~~N ~ ~ 20 DRAINAGE ~ ~;il.~ - ` i'. ~ ~ ~ - ~
1 r ~ r ~ "J - ~ N/F t EASEMENT ' - ~ CLEVELAND FARM LLC
7 10' 3' 10' 0.5' ~ ~ ' j ~ ~ ~ / ,1.~ - ~ ~ . i r ~1,,~, r D.B. 1662, PG. 281 I
~,r - ,f ;j SHEET INDEX
8 10 3 10 0,5 fi- ,,_1 ~ . f( / - 1 OF 10 COVER SHEET AND EROSION CONTROL PLAN I
9 10 3 10 0,5 i, ant ~ 2 OF 10 OVERALL UTILITY PLAN
~ ~ ROAD A PLAN AND PROFILE
,,f ,11;,. r ' ~ ~ ' ~ • 4 OF 10 ROAD "B" PLAN AND PROFILE ~ r r I `r 5 OF 10 ROAD 6 PLAN AND PROFILE I
~ ~ BROADMOGR SUBD, ~ ~r / ~ 1 M M 6 OF 10 ROAD 6 PLAN AND PROFILE
11 10' 3' 10' 0.5' SECT II ~ l ~ I ~ 1 r - pc 7 OF 10 ROAD "C" AND "D" PLAN AND PROFILE E
P,B, 46, PG, 127 ' ~ ; ~ ~ ' ' ~ ~ - ~ ~ I ~l = ` ~ " - 8 OF 10 ROAD E PLAN AND PROFILE ~ _
I w, A ~1 ' . l ' ~ . ~ r l i I \ 1 ^ ~ 9 OF 10 ROAD "F" AND "G" PLAN AND PROFILE v ~ ~ I
\ i ~ I.~ ~ I 'II, ~'-'J 10 OF 10 ROAD "H" AND "I" PLAN AND PROFILEDDEDIT !
EROSION CONTROL LEGEND ~ ~ ~ - ~ i D 0 3 EROSION CONTROL DETAILS
f 1 ~ / \ ~ z < - D2 OF 3 WATERLINE DETAILS
i ~ ~ ~ > D3 OF 3 SANITARY SEWER DETAILS ; i - ` _ RW1 OF 1 ROAD WIDENING PLAN
SEDIMENT TRAP ~ ~ . - _ ~ ~ - ~ ~ - ~ ~ - ~ r v ~.r ~ ~ r> > X1 OF 1
ROAD WIDENING CROSS SECTIONS i n ~ ~ X11
I~ STRAW W~ NETTING CHANNEL LINING ~ ` v _ _ ~ ~ ~ ' i ~ \ ~ ~1 / , I
~ NAG C-350 CHANNEL LINING - - - ~ ''•~1\\ . _ ~ ~ I
i _ i ~ ~ 1 I I I ~1 1 ~ I ! ~ E'E
m , \ , p ® ROCK CHECK DAM - ry . \ ~ ~ 7 ` II n ~I.~ I
I I
® LEVEL SPREADER ~ ~ , I ~ CLEVE AND COMMUNITY CHURCH INC n i / ~V , i I L a 7
~ ~ i - G D.B. 2072, PG. 48 I i . :
LIMITS OF DISTURBANCE ~ o , ~ ~ / % I i ~ , , P.B. 58, PG. 171
a I ® DISSIPATOR PAD N/F ~1`~ f a ~ ~ ' ~,j.. W ~ i ' ~ ~ ` 1~, . i? ~ I ~ ,
~ GAIL J. HAAS ~ ~ ~ , c-, %i r , ~ ~
i i .___a . ~ ~ D.B. 2191, PG. 825 ~ ~ ~ ~ ~ ~ J ~ i / / ~ !i I
B G 33 _ r a ; _a r,~~ i ~ i j i /
/ /j ~ I ~ ~
1 I ~ r -1 i i ~ ~ ~F- / _ 1
' I I I i )1
~ ~ ~ r I i'<< l IC1 5
r ` ~ / ~ ~ c-, - _ ~ ~ , i
SITE DATA
i . ~ - i i I ~ ~ i TOTAL AREA = 92.00 AC. t
' 10X70 GHT~-- ~ ~ ~ 1 ~ ' ~ a / ,j _ ~ - ISTAN IANq.E ~ 7 r~~ TOTAL DISTURBED AREA = 11,72 AC.
I ~i : ~ _ TOTAL NUMBER OF LOTS = 138 j
a~._- ` ~ m" r. ~ a W.° TOTAL LF OF STREETS = 7,537 LF ~ ~ I
_-l 1 i~
~ ~ ~ ~ ~ . !
60 h'~ 1 J~ ~ yy'am' rc, r 1~ 7 1 ' t+ ~ { • ~ ~ a+ ~ ~ ~ ~ ° ~ , DEVELOPERS
PUB LIC - R W \ 1 ti CENTEX HOMES
2601 SUGAR BUSH ROAD
RALEIGH, NC 27601
' 1 1 I
N 20051482 l
nes~c~u R D W SCALE SHEET NO, ~
~ DATES JULY 2005 I HORIZONTALS
RDW ~
~ ~ SW PR~J. # 04-0473 1"=200' 1
i CHECKED LRH
ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION EROSION CONTROL PLAN V=R*,=pL DWG FILE #04-0473
1*,< SURVEYING AND 201 GLEN ROAD PROJ. ENGL LRH 919-773-0183
REV.ND. DESCRIPTIONS DATE DATE 919-773-0148 (FAX)
REVISIONS S URVEYING /ENGINEERING /LAND DEVELOPMENT uu

r____..__. -
I
I k"q, ~f;~~ ! 8~ I / ij~ i `ii I ' ~~li il,`,r ii,'1 ~ i \ 1 ~ ~ ~ ~ ~ A ';r ~ I i j ~u ~ ;1 r, ~ ~ ~ ~ ~ ` ~ I } I 0 f ~ i i ) j ~ i ; ' ~ ~ I l j ll ~ t ~ I (t ) ~ - , r 1 ~ V ~ ~ ' J / , ~ ' ~ / I ~ , / /l ~ 1 , ~ / ~
I'~~I i v1 ~~j, i i ~~II ~ / ~1 ~ I ~ ~ ~ ~ . ~ t ' ~ ~ I ti I i ~ I ~ t r l~ l l ~ ~ i ~ r~ ~
I I r i ~ ~ ~
; t, / ~ , ~ OUTLET DISSIPATOR ~ ~ ~ I - ~ ~ I
I ~ 1 ~ ~ 11. . r ~ I 1 , EGI WIDTH 7.5 f ~ ( t ~ ,I
I ~ I( I N r , ~ 1 i I , I I ~ ~ ~ ~ I ~ ; , I , ~ ~ D WIIIDTH ~ t ~ I ~ + r II v I ~ i ~ , ,t : t ~ ~ D STA. 29+9 i ~ I M q OAD H STA. 0+00
L _ t ~ I I ~ 1 ~ ~ ~I, ~I IiENG 18 i i I ,t ~ + I , i I, I, TH - _ ~ ~ ~ ~ I. ~ I ~ / t 1 ~ 1
. ~ , I ''I L ~CI' r ~ l ,4 ~ , X50 .5 f n ~ ~ ~ ~ ~ ~ I ~ i ~ ~ ~ , ~ I I I I ~r I ~ ~ I ~ i w i
i i ~ I. r~ ~ ~ I ~ ~1 + I i 1 ~ ~ ~ ~ ~ ~ 44 ~F ~ RCP W/ FES ~ ; I
S ~t' / t 1 ~ - r i ~ , l. ~ I I ,I r ~ ~ 8 ( i i ~ ~ ' 1 ~ u, I , I ~ / ~ l I % EACH ND ®1.5x '~c
% % N q !7k ~rn ~~I ~ I ~ ~ ~ FT w ~ ~ I ~ 1 ~ SILT ~ - ~ ~ I I? ~ ~ / , ~ DR AGE AREA = 0. ! ,~-A6,.'- p~ ~ I /
~ i ~ i i ~ I i ~ 1 ~ I ~ ~ ,
. , ~ r SITS 1 ~ + l ' ( , ST- 6 I / ~ f ~ I ~ i i ~ u ~ ~ , it ~ ~ ~ , ~ I, V ~ I ~ i
I I i LS-4 ~ ; 1, I _ i ~ ~ ~ i r ~ ~ i I i i' f j ~ ~ I
L,6 1 I , , ~ ~ ~ z G I .r I / - , i f < < I i ~
I ~ i2C A/ i I 1./~. ~ '.I ~ / ~ ~ I ' ~ I . I ~ I ~ I ~ SEDIMENT TRAP DIMENSIONS 1 `i ~ x + %
I , ~I -J ri I / ~ ~ i I T-~ I ~ ~ ~ ~ ' I , I i ~ I I ~ ~ i ~ I I ~ / ~ i ST# WIDTH LENGTH DEPTH WEIR i i _
I i ~ ~ II~ 1' ~ , I ~ i,1+05.96 ~ \ ~ ~ I ~ ~ j ~~~li rl(I ! I• ~ f + ~ ~ ~ i ~ 1~ 1 I s ~ ' / ~ I ~ I I STT4 ~ 8 ~ l ~ i I ~ ~ i
i 2 LF R P ~'W ttES ~ I + - r I 1 I ~l 1 1 i. ~ , 1 ~ ~ I I - ~ ~ ~ ~ ~ ; 3 53 106 2 12 ti , ~ ~ ~ ~ 1 t~
l i ~ J i I ~ I. I I ~ EAACH ~ E~JD 1. ~ , : ~I I, ~ ~ ' ~ ~ ~ I
AI ASE A EAR - 1 .5 ~ ~ Ali, , ~ ! , ~ ~ ~ ~ , ~ ~ ~ ~ li,~ I i I ~ ~ 1 + , i I +il ~Ir ~ ' ~ ; 1 A k~ , ~ ~ ~ , ~ 1 ~ ~ ~r' 4 42 84 2 12
1 ! + i 1 I j it ~ 1 ' ~ 1 ` i r 7;, I;,~I(, 1, ~ ~ ~ l~ ~ ~ ~ ~ 5 10 20 2 4
i r I I;III; ~ ~I~ )li , 1 i 1 J I ~ ' ~ ~ I I i ~ ! I~ L1 I ~ ~ ~ ~ ~ + ~ - i 1 1 d ~ ~ ~ ~
I 1 '~~II,I; ~ I ~ ~ ~ I I, I' ; l ~ ~ ~ ~ I I f l ~ , l „ ~ ~ ~ r I ` ~ + , l ~ ~.1II~~ I~ I I I L~ 2 r ~~r. / ~ ~ j ~ i i ~ i '
, ~ I I. ELI, I I 1, ~ ~ ~ j 1 ~ I I ~ I II'I`,llr ~ ij l l ~ ~ ~ ~ ' ~ ~ \ ~ 6~ /
1 'i I ~ ~ ~ ` 'i I I ~ ~ I I ~ ~ ~ ~ ~ + ~ ~ ¦ I , i I , , . I ~ 44 LF 18 RCP W FE < / I _ ~ 17 8,5 17 2 4 I ~ _ ~ ~ ~ ~
I ~ i ~ t ~'I~~ ~ I ~ ~ ~ ; / I , ~ ~ ~ ~ , ~ I ~ ~ i~ i ~ ~,++t 11 ~ ` E H END ®3. I i ~ ~ ~ \ ~
j rA ~ i i ~ ~ ~ + i~, ~ i i ~ ~ ~ I ~ ~ , - A DR~IINAGE AR = 4.6--AC. ~ ~ ~ ~ ~w FLOW ARROW (TYP.) ~ ~ ~ 1 ~
'I , I - i i I
1 I ~.1 1. ~ ~ ~ 1 i `~S~ ti ~ ~ 4 - ~ ) 1 ~ \ x, ~ ~ ;
; ~ I \ i ` '1' ~ ~ I ~ _ ~x
~ , I f ~,A~ ; , ~ ~ ~ OUTLET, A OR ~ I ~ I ~ ~ ~ _ ~ ~ ~ ~ ~ i ~ --J ~ , ~ ~ ~ ~ BEGIN C i \ ~ ti 6' LEVEL SPREADER DIMENSIONS i
1 ~ ~ ~ ~ ~ ~ ~ I / ~ ~ - ~ ~ END WID I LS# ENT. WIDTH END WIDTH LENGTH DEPTH
r ~ - 1 r~. ~ I ~ ~ \ ~ ~ ~ r' ~ 1 ~ ' LENGTH 12 ' 1 2 I S I
~r~` ~ + ~ t ~ / t ~ ~ 1 ~ I e , D50 0.5 i ~ I ~ I 8' ~ ~ ~ ~ . ~ ~ ~ ~ ' r ~ ~ ~ ~ 1 10 3 62 0,5 I ~ i
I ~ / `C`am ~ i 4 LF 18 RCP W/ FES 1 1 1 i
t, ~ I ~ j _ ~ ('v a zoo' I ~ i ~ ~ . ~ I I 2 10' 3' 72' 0.5' ~ = 1. ~ ~ i i D AINAGE AR A 6 AC
• r y ~ ~ ~ j 1 ~ ~l _
l \ 1 } ~ ~ ~ ,-j 3 10 3 30 0,5 I ~ l eP ~ ~ ~1
~ ~ r ~ ; I 4 10' 3' ' I ~ - ~ 30 0,5
l ~ ~~y ~ . i
X11 ` ~ ~J r / / if " M I ROA ` E I D B TA. 26+26.42 ~ 'b• ' ~ 4' R AD G S ~ 0+00
I 1 1 , 44 F RC W~ FE RO F STA. 0+0~ Q ~ ~ b 1 ~ ,
( ~ ~ .5~ A ~ + - I A~'~. ~ _ RAIN~C'GE ARE - 5.4 A ~ ;
~ % ~ i i i /~tii/ 1 l
I . ; i $ ~ ~ CUTLET DITCH SCHEDULE ~ I' ~ ~ ,
~ l ~ I ~ ~ - ; . / w / ~ r ~ DITCH # LENGTH SLOPE LINING i
/ ~ R ~ / j \ f
r,_ ~ ~~5 22+34.4 ~ ROAD TA I , ~ ,r. X34.4 ~ ,i , ; ~ i ~ 8 1318' L5/. STRAW W/ NETTING , ~ i ~ i
~ . ~ _ % ~ - - tiG RO A STA. 8+98.4 ~ ~ - S / 98.4 1 ~ i / i -
. , , ALL OUTLET DITCHES SHALL BE CONSTRUCTED WITH A I
, . ~Y `w W ~ ~ . _ t ~ THREE FOOT BOTTOM WIDTH AND 311 SIDE SLOPES, LEVEL ,
~ ~ ti J SPREADERS SHALL BE INSTALLED AT THE END OF ALL
~ ' ~ ~ 23+00 i ~ r~~ f ~ NG ; ~ ~ r~~ , ~ 6
! 44 LF 18" RCP W FES ~ ~ " ~E ~ DITCHES THAT OUTLET TO A RIPARIAN BUFFERED STREAM ~ I i~ / i
~ _f CH END o ~ i 5~
! - ~ D AREA = 3.0 A . ti ~ ! ~ 1L I I 10' T ~
. ! ~L - ~ ~ _ C I J ~ ~ y I I TA CE TRIANGLE,-~~'~ I ~ i
I ~ r ~ TYP. E CH IN ~ ' N 1
I I TABLE ~F IMPACTS ~ i ~M
+ O
SITE # WETLANDS (AC. STREAM (LF) BUFFER (AC.) N a1 N ~ ~ 10 N I
I a_ i N~ / t0 ~ > I
1 .01 122' .20 - i + a°o ~ ~
~ NN (nW e
~ _ ~
1 ~ ; N~ _ . i _______._T___ __.__.._.___r- _ H J = i N W ° PVI STA = 30+50
r I I i I i I 7--.._..___ I _ _ _ - _ - - _ - _ - _ _ _ _ _ _ - - - - _ _ Q _ I ~i I i ~ ; - o ~ P ~ I ELEV = 1.50 - I
I ~ I I ' ON I ~ I ~ i i i I i' N ( ~ QW j I I i a I ; I ~ i
I j I i l I I ~ ~ i ! ~ ~J I i I sfi; i I N W i ' I ~ ~ ~ , i LVC = 235'
I i ~ ~ I QW I i i I ~ j ' I ~ (VI ! H J I I I ~ ~ ~ I i ~ ! PVI STA ~ 19+50 cn W I I Q ; I Q i ~ i , z~ ' K=74.1 ~ 1 ~ ~
i I ' ' ~ ~ +'`I I I ; I e , I _ . , _ Qo NI PVI--ELEV. =_27.4.50- I A I 1 ! I PR6POSED GRAgE i I I ~ ~ ~ ~ - - - - ~ I ~i
I Z ~ ~ ~ _ , I _ , , _ I I
~ ~ PVI ELEV 263.50 I Q w. ~ I o I EX STING GRAD I I ! I ~ ! I ~ JI K = ' 5.36 ~ i ° I ~ i I I I I i i l I Fy i
LVC ~ 260 ~ I ~ to wl Q I ~ I ~ I I o i ! I I i I I i i ~ I
I W j Z I j i K='2.50 I I I I ~ j ~ ~ ; I ~ ; j I i 1 I I
i I i ~ ~ H ~ ~I I ~ ~ i ~ I Z ~ ~ ~ ~ .5b~ I I i ~ ( ~ ~ I I I I 1 ! ~ I ~ I
I ~ s --280..._.___._.._._ ~ I o I _ ~ ! ~ i I ~ ~ i ~ _ r_ I I ' ~ i. I I i t'_ _ - I__-_._._ _ _ I _ _ . _ _ _
I , I I I ~ 0.' 1 ! ~ ~ I I i ~ I I I ~ ~ ~ I
I j I ! ~ i i i ! I ' 1 I I i i ! ' i I i i i i I I ~ ~ I i ~ i ! I ~ ~ ~ ~
I i ~ 1 i I, / ! I ~ ~ I ~ i i i i ~ ~
i I i I I i I I i /o I I I ! ! ~ I ~ , ~ ~ I I I I i i i i I t I I i ~ i 3 'i l ~
~ ~ i ~ i i I , I . _Y..._____..._____ f ~ ~ I ~ i I I i I i i I _-I I i I y~__ r i ______.__.__.._~______._______~L._~_..__ _ _ - __.___-1_.____ , 1 _ - y.._.. ~
i I i , I I ~ ~ I i i I i I I~
I I i I j i I I ! ~ ~ ~ ~ I I ~ I i I i I
I I i 1 ! i i i I i I I ' ' I ~ I I i j ~ ~ i ! ~ ~ I ~ I I I ~ i ~ i ~ I I i i ~ i i I i i I i ~ I
' I j ~ ~ ~ , ~ ~ ~ i , I I ~ i I i I i I ~ ! I ~
~ I } I- ~__._T.-_. __w I ----'---_._...__L-_'-----. _...----'~'--i--- ~ 260- ~ I ~ I 1 - _.__-1--_____ 1 ~ -a _ I ~
I ~ ! i I ! ! I I ~ ; i ' ' I I + i I I ! i j I I . i ~ j I ~ i ~ ~ i i I I i I
~ , ~ I ! I ! ~ I ; ~ i j ~ ~ ~ ~ I i i ~ I I 1 I ~ I i , I
i 1 ! I I I i " r ' I I I I ~ j I ~ 92 L~ 30 RCP IM FES I ~ I i i I
I I j ~ ~ EACH; END ®1.0 ~ , ! i ! ! ; ~ I i I I I ~ ~ ~ 1 ~ ~ ( ~ i ~ ~ i
' ' I _ DRAIP~AGE-AREA-~-~2:S--AC:--1 i__ _ ~ I I 1 I j I ~i j I I 1 i i, ~ ~ ~_.r I fl i I I i ~ i ~ ~ J ~ „ _ i i - I I I i..
I I INV. ~N = 252.91 I I ' I I I ! i i I , i I I I I ~ I ! i i ~ , I' ~ ~ i
i i { I i I I ~ I . i I I I i I I ~ ~ ~ I i ~ ~ i I_• I I I I 1 ~ 1 , ~ ,
I ! I ' I j 1 I ~ i ' I I ~ ~ ~I ~ I . 1 i
I j I ~ I ! I I 1 I j - I I I 1 , ~ i ~ 1 1 1 i ~ ~ ~ ~ ~ i I
i i i I i 'I ' I I I i I I ~ ~I I
I 1
i N~ d'M ~'`?p ~OMp ~M MN O~ tnN N~ f~~ r'_ Oln O ~ N ~ N O f~ ~ N 0) (D ~ 00 M N I~ 0~ ~ O ~ ~ ~ ~ ~ O ~ ~ ~ i
c0~ I~~ O~ 00~ O~ N ~ ~ cp pp~ OiM p~ (V~ rj~ c~ c0 c0 ~ co r r r r r n n ~ ~ r ~ ~ 00 00 ~N ~r CIA N~ ~O X00 ~(0 .01 i a0 pp o0N o0~ o0M a0~ 00~ oD~ oD~ o0n a0~ rno rn0 ~a O
I NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN I oD o0 00 00 00 00 00 oD 00 pp rn NN NN NN NN NN NN NN NN NN NN NN NN N~ N~ N~ N N N N
I
16+00 17+00 18+00 19+00 20+00 21+00 22+00 + 23 00 24+0
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
N i
DESIGNED R D W SHEET N0.
SCALE ~ DATES JULY 2005
DRAbN R D W ~ HORIZ~NTALi
CHECKED LRH 1 93 ~ SUBDIVISION 97 SW PROJ. # 04-0473 1"=~U'
SURVEYING AND 201 GLEN ROAD ENGINEERING, INC. GARNER, N.C. 27529 PROJ, ENG. LRH 919-773-0183 ROAD VERTICAL, DWG FILE 404-0473 1"=5`
REVNG, DESCRIPTIONS DATE DATE 919-773-0148 (FAX) 10 OFD
REVISIONS I S URVEYING /ENGINEERING /LAND DFVELOPMENT

~ i ;P
~ '
j ~ ~ ~ ; ~ i OUTLE SIPATOR ~ ~
I w I I BEGIN WID 5 MH~ 5 ' ~ ~ ~
END WIDTH 25.5 ' ~ i ' i ~ I ~ ~ I J " " ROAD B STA. 30+11.20
L ~3 ; LENGTH 18 i I ; i / ~ ~ ~ ~ ~ D50 0.5 i ~ ~ i ,ROAD "H" STA. 0+00
ST-17 ~ ~ i ~ ~ ~ ~ , I ~ ~ ~ h i l 8
~
~ SILT FENCE T`~ ~ FILL.. LIMITS ~I ~ ~ 1 f 44 LF 1 ' RCP W FES / '
_ , ; u, ~ ~ 1 MH~10 ~ SITE 1 EACH ND ~ 1.5%
S ~ ~ AR A = 0.3 AC. ~+~a~ i DR AGE E ~
I N q~- i 1 ~ ~ r ~ F O I w / I
fi l ~ ~
. ~ r I i ~ i ~ , . _ - ~ 1 IST-16 ~ ; ~ l
I PItC . ~ ~ ~ i i _ ~ ,r - NSIONS SEDIMENT TRAP DIME
4 i 3a. I~ ~'~n'7;ti ~A x~
I ~ ~ ri~k~v ~ ST-5 ~ ST# WIDTH LENGTH DEPTH WEIR
! ~ ~ ~ r ~ i i 4 LF 18 RCP W FES ~ ~ ; .
l I i ~ \ i I i ST-4 EACH END ®3.5% ~ rp 3 53 106
" i ~ ~ 92 LF 0 RAP W/ FES ,I ~ , DRAINAGE AREA = 4.6 C. ~ l >9 : ~ 4 42 84 Z 12
EACH END ~ 1.090 i [ - ~ i, H~29 A
DRA AGE AE~EA - 12.5 AC j AD B STA. 18+54.7 ~ " " ~ _ - , 1 5 10 20 Z 4
l I ~ ' ; ROA STA. 0+00 ~ ~x , ~ ~ ~
I i I ~ ~ ~ , FILL u s ~ ; ~ ~ ~ ~ 16 9,5 19 2 4 <<>,, ~
~J ~ G
i i ~ ~ ~ ~ Ls-2 s - ~ ,o ~ 17 8.5 17 ~ ,~rf;
~ ; ~ 8 ~ i i N ~ x
~ ~ 1 ~ ! ~ _ ~ AA.. I A r~`! LOW ARROW TYP. ~ , ~
h ~ 1, ~ ~ ~ ~ ~ ~ ~ , r1 ~ V P ~ F'
t~ . i. ~ y ~ A ~ ~ ~ -"k*
~ S i 0 I x !s
I I ! , ST-3 I ~ LEVEL SPREADER DIMENSIONS M1 U d ,f~
I OUTLET A OR i i q ` BEGIN ' f ~ PTH LS# ENT, WIDTH END WIDTH LENGTH DE f~;
C END WID j a ' S
~ ~ ~ ~ ~ i i L N i 1 10 3 62 0,5
~ ~ l . 0.5 ~ D50 ~ ~
i g ~ ~ 2 ~ 44 LF 1 RCP W 2 10 3 72 0,5 1 RCP W/ FES ~ j
. r,. / ' ~ ®1.5r 3 10' 3' 30' 0.5'
! ~ ~ ~A~ ~ ~ - ~ _ , ~ 2 ~ DR AGE A - - H ~ ~ AGE A - 1.6 AC. ~ #
~ ~ , ~ ~ l (S 4 10' 3' 30' 0.5'
I ~ ~ - Z o. ~
1 r 7T / " " 6+26.42 ROAD 8 TA. 2
t i " ~4 S 0+00 ROAD G 'b f .
44;rF 4 SRC W FE "B" STA. +71.1 ( / ROAD ~ ` f;ACH E .5% ROAD "F" STA. 0+00
~ ~ ` ` RAINAGE AREA = 5.4 A H# - ~ OUTLET DITCH SCHEDULE
9 i ~ ~ `b 6 SDR-2 PVC ,~^;y
~ \ ~ S WATERLINE M' ~ DITCH # LENGTH SLOPE LINING M ~ ^ ' <<~_::i: lJ r
~ q 45 ,~i
R , . ~ !y 136, ! ~ 1~1 ~ ~ ~ `~fi x 5,64. p\ ~ ~ 1( t•~~~ ~ M M 8 1318' 1,5% STRAW W/ NETTING ~s'~x` r
~ ~ N ROAD B STA. 2 +34.41 x X' ~ `,V - /1,~`
~ ; ' S ROAD A STA. 8+98.41 ~X T BE CONSTRUCTED WITH A ALL OUTLE DITCHES SHALL
~ _ _ MH 28 ~ _ ~ q ~f : ly ~ ~~,~i~ ~ rte; ~ ~~i~' ~ ES. LEVEL i ,F~ THREE FOOT BOTTOM WIDTH AND 3~1 SIDE SLOP
~I ~ y~~ SPREADERS SHALL BE INSTALLED AT THE END OF ALL
23+00 Q G 3 9 N~ DITCHES THAT OUTLET TO A RIPARIAN BUFFERED STREAM
~ - ~E dE
" RCP w 44 LF 18 /FES, H,,,t y
I CH ENDS. ~.a90 ' ~ ~ -=~~r., ~ - 5 i XGEAREA=3.OA. ? `
~ 10X. - SIGN T ~ ti SIG1=1 T
~ ~ p15TA CE TRIANGLE CE TRIANGLE
~'TYP. E CH INTERSE I c • CH INTERSFy2Tt0Al
TABLE OF IMPACTS
WETLANDS (AC. STREAM (LF) BUFFER (AC,> I SITE #
! u_ /
0,08 122' 0,01 1 ° ' a
i ~ o
0 ~N - I
Z~rt_~ c r' T i i = 'I r ° +50 PVI STA - , . ? _ _ _ _ _______.Q - - - - _ _ - _ . _ _ _ ~ i D
~ _ _JUV 7 --r_ . _ _ ~ - I, ~ ~ I PVI ELEV = 291.50 I a'N ~ N 0001 - ~ ~
I ~ ~ , ~ ~ I ' ~ Q ; i ~ i ~ ~ c ~ , I I i ~ = i I i o LVC - 235 ~ ~ ~ I -
~ ~ I ~ li. i i i J ` i i Z v i 00 ao a s K- 76.55
~ i i ~ Q ~ i I i i i ~ ~ ' I ~ - O I ~ I i i i ; ; , PVI STA i- 19+50 ! Q I ~ ~ a ~ ~ i +N i ANN i =HO I H ~ ! ~ ago ~ PROPOSED GRA E ! a a ~ ~ I Q _
~ ~ i I j ~ i I i N ~ ! ~ ~ .PVI__ELEV ;=_27.5 I0___ ~ I ~ I ~ _._.__..1 + ~
._.PVL_SiA.~~_t6+5fl . _r..__.._ . _ ~ . ~ i ~ = a ~ -----r- I d ' ~ ~ ~
( I ~ ' ~ LVC ~ 75 ' ~ I _ w EXISTING GRAD I PVI ELEV 264.92 ! ; ~ ~ ~ ~ O ; i + vi ! I ~ N I N i I I i r a ; I i ~ i I i
K = X4.88 ! I z r ~ ~ I ~ ~ ~ I a i LVC ~ 260 j ~ ! + N I ~ _ ~ ~ , ~ a0 r I Q i i j ~ ~ ~ I
I i t O r I ! , , ~ H - i i ~ , ! ; K- 2.83 I ~ 4 ' N N N i ~ z °d" ~ i .44% 1 ' ~ ~ ` ~ i ~
; ~ ~ , Qa I j ' ` ~ i
_ _ _ . _ _.284.. . _ , a _*tv___ L_ _ ~ ~ ao ~ I ~ Q _ .r _ I . _ _.____t _ . _
I ~ I ~ ~ i I I ~ , ~ N i r I i ~ I I ~ ~ i i j i ~ ' it N
i ! i a ~ i I 'i ' i I -35 PVC' ®0.5096 08 LI " ~ I 0°fa ~t 01 LF 8 SDR-35 PVC 0.5 , n 08 ~ ~i ~ 01 N
I ; ~ ~ ~ I ~1% ~ 178 LF 8 DR I, ~ ~ ~ PVC ®1. ~ . I N N i ~ ~ r i ' ~ ~ N
~ l 59% ~ ~ I i i ao i I 3' ~ I ~ O ~ ' i II II D ~ i N r 'd'
` ' ~ ~ I - _ - ~ - i ~ ( ; T~- r ~ I N~ i ~ r M I ----..1 _ i.Il ~ _._r-- - ~ N N~ Z 0 i i
~ ~ ~ I r ~ I ~ I i N M ~ N O i ~ r ~ ~ i - j
I ~ " ~ i j O ~ ~ fv I ~ ~r~'~' i ~ I ~ t0 I I i ~ ~i t> > II , ~ ~ IIWZ, ~ZZ
~ ~ i ! NN II ~ I I ! ~ ~ ~ I I ~ ~ I II w i ~i ~ ! ~ 1
~ I I c II II I w~ ~ i z ~ Z Z i
i I _ __i ~ __.i.. i .__.264. _ _ _ _ a - - i _ _ _ _ _ . - _ _ ~ y _ . , _ _ . i ~ ~ r
~ co ~ i I ~ ? i ~ ~ ~ zz ; ; > i > ~ j ~ ; I ~ f Z_Zj ~ i
~ ~ _ ~ i ~ zz ~ I i ~ ~ ,
~ " ! I~ 1 > > I I i ~ ~ ~ ~ f j i ' i i ' C ` r
92 L~ 30 RCP IM FES ~ ~I ~ ~ ? ? i i I ~ I / I , ' ~ ~ ` . , ? < r1 ~
EACH END ®1.0 ~ I /I ~ ~ ©Z ~ i ~ ' - - --____T _ DRAIh1,4f,E-AREA-T ~2~5--AC:-- ; - _ _ ~
i ~ i INV. N- 252.91 I ~ i ~ ~ ~ ~ I i ~ i ~
/ r ! I ~ I r i
I ~i I ~ ~ I I i i i i I I ~ i i I I ~ ~ ~ I ~4 II L a 1.. i u . I T
i i I ~ f ~ / . i i i i ~ ~ i ~ I ; ~ ~ I I ~ I i ~ ~ - I ~ ~
I I j I ! , i I ! ' ~
I
r7 I~ O r ~ N 0) c0 ~ ~ a0 ~ M .tp O N MO ~ ~ ~ Nl O ~ N ~ ~ ~ ~ O N I ~ N r ?7 ~ M . O . 00 . cD . M . N . O 00 N M ~ tp N . N . O I~ ~ M O OD c0 ~ _ _ _ , i
co i~ co ~O r ~ Qi N O ~ N ~ ~ cD ~(j ~ cG ~ c0 00 I~ ~ 00 001 ~ N O ~ ~ M N cD~ c0~ coop i~~ rr rr ~r rr r~ rr ~ 00~ ~r X00 °O 00 X00 M (V ~ Nj ~ I'7 `t ~t ~ ~ ~ c0 ~ cp ~ f~ pip 00 rn ~ ~ 01 ~ O 01 0 O~ 0 p1 00~ 00~ ONO ONO ONO ONO pp NN ~00 N00 NO) N01 NQf N
cvN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN f NN NN N N N N N N N N N N N
i
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 27+00 28+00 29+00 30+00 31 +00 25+00 26+00
t
N M SHEET ND.
DESIGNED R D W SCALE
i DATES JULY 2005 ~ HDRIZ~NTAL~
one., C (l l I TL._l 1All ~ I fl U I 11~ 1 T C II~ITCD C wAll I pl AI~I Al~lll pR(1~11 ~
i DRAWN I.1! w J V V I I I Y Y I I V Ll I I lJ I V I L 1 1 V I L 1\ J IVI I L L I I_/"11 14 n 1 14 v I I\ v 1 I L_ L_ SW PROD, # 04-0473 1"=50'
5 VERTICAL,
FECKED LRH TA =11 I i c SURVEYING AND 201 GLEN ROAD SUBE SUBDIVISION ROAD 991399 DWG FILE 004-0473
2 REVISED AS PER DWQ COMMENTS 972-1 05 ENGINEERING, INC. GARNER, N.C. 27529 PROD, LRH 919-773-0183 1"=10' OFi 14
83 REVAO, DESCRIPTMNS DATE DATE 919-773-0148 (FAX)
f REVISIONS SURVEYING

I
I
i 'n~I -
~ \ / / ~ ~
~ ~ r
i i I' I ~ ~ it _ I
SEDIMENT TRAP DIMENSIONS TABLE DF IMPACTS ` '
~ r Vii; 9 ~ ~ t ~ _ ~ i
DTH LENGTH DEPTH WEIR TLANDS (AC. STREAM (LF) BUFFER (ACJ j - - ST# WI SITE # WE ~ ; / \
, ~i ~ ~ i~ 4 r'" 2 , .20 "~J~,'',~ ~ A i
; , 1 8.5 17 1 0,01 122 ~ ' / - ~ ~ \ N ?
17' 2 ~ r ` ~ 3 ' ~ ~ ~ rl/ .a t , 1
2 ~ , ~sr r r r r / ~ tit + a'' w
53 106 2 12 ~ ~ ~
~ ~ , 1, ~ ~ A _ f~
4 ~ „ ~ / ~I i ( a 1/ l ~ ~ ~ ~ 1 ~ ~ l ~ - u7
( ~ _ ' ( ~ N/F ~ ~ ~ v
5 ~ ~ ; ~ l,' ~ / i~ ~ ~ ~ o JDG INVESTMENTS, IryC o o ~ 1~ ' / ~ ``1 , ~ f s ~ ! ~ ~ PG. 6.14-.`~, I ~ v ~ 1 , , ~ t F D.B. 2787,
:r ~ ~ ~ ~ ~ ; P.B. 65, PG. ~
r
35,5 2 8 ~ i ! V~V ~r•• ~A. ~A
' ~ i .1 f~ ~~,~~a" ~ , I - , ~ / ~ ~ ~ + ~ :'i - l , ~ LAITY MAP ~
g 47 94 ~x , ~ ~ ~ ~ ~ ,
4 ~ ~ I' 1 lii ' / r J 2 ~ ~ 1 J 1 i ~ _ ~ ~ ~ _ ~ , , ~ 1 JJ ~ I
9 21 42 N/F ~ 6 a i ~ ~ ~ + ~ ~ ~ ~
24,5 49 2 6 BR~ADM~~R ASSOCIATES, LLC i l., ~ ~ ~ ~ ; 10 1 ~ ~ ~ ~ I ~ l ~ r.s ' i ~...J.- I
112 ~ i 'r ~ ~ ~ ~ D.B. 2005, PG. / , ; ~ I ~ ; ~ ~ . ~ r ~ ~ l F GENERAL NOTES
22.5 45 2 6 ~ , , ; , ~ J ~ 11 ,1~, ~ ~ , ~ ~ r___- ,
N/F r , / ' ' ` ~ OAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH NC ~ , w ; ~ ~ ~ ~ ~ 1. ALL R , N ~ ~ ~ ~ V \
12 1 2 i 11~1,,~, ; 7 34 4 1 R HOMEOWNERS ASS(JCIATI(JN % ! OD 0' AINAf BRGADMD(J rJ. f - ~ o , ~ ~ / ~ STANDARDS AND SPECIFICATIONS d AINA~E ~ ~ ~ ~ i - PONSIBLE FOR HAVING AN INDEPENDENT T__.. ~ ~ ~ ; ! 2, THE CONTRACTOR IS RES
D.B. 1865, PG. 296 - / Z OI . , ~ l~ I > i ~ ~ w , i . , , , ~ ERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE,
/ ~ ~ ; ~ l ~ 1 ~ l ~fT / ~ ~ ~ - ~ ENGINE ; ~ % N ~ ! '00 ! ~ ~ ~ PH T MEET NCDOT STANDARDS. ~T J ~N ~ ~ AND AS AL
19,5' 39' 2 4 r ~ ~ ~ ti ' _ ; ~ THAT RADII ARE CONSTRUCTED IN m ~ ' w~ ; ~ 3. THE CONTRACTOR IS TO INSURE I w i i ~ ~ ~ ~ +
I 14 ' ~ / / l fi- ~ r ~ / ~ d I ~ / , ~ ~ ~ i ~ ~ , ACCORDANCE WITH THE PLANS AND TYPICAL SECTION. ~ j i^ f, / ~ , i ~
15 ~ x~ i ~ ~ ~ - ~ ~ ~ / - ! ! i ~ R SHALL WORK IN ACCORDANCE WITH THE APPROVE ~ ~ , , ~ , ; ; 4. THE CONTRACTO AND
1 s ? ~ ; r =f/'~ ~ ~ ~ y' ~ ' ' ' ~ ~ ~ ~ ' ~ , ~ NAND STORMWATER PLANS, NCDOT DRIVEWAY PERMIT, i ~ ' ~ " ~ 'W / EROSIO ~ ~ ! r,~~- / : ~ ' ~ H NT AGREEMENT.
1 ~ / ~ ~ ~ r2o~ ~ N cE~ W , / ; , ~ , ~ ENCROAC ME ~ f ~ i / , ~ _ , , ~ MATERIAL ~ ~ ~ ~ ~ , I, t --~-=-'.,~r-'" ; CONTRACTORS SHALL VERIFY THE TYPE, SIZE, DEPTH, , 1 ~ I i ~ ~ _i . ~ ' ~ i ~ 5. THE
; ; ~ 7~ 2' ~,-;~x ~ l ~ ST-12 ~ r 4 / ~ ~ - ~ . ~ ~ - ~ ! ~ i - ~ OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ; N.i I, , 1, ~ , ~ ; , , AND LOCATION
17 8,5 1 ~ it i ~ 1 J~ r ~ i ~ N I ' ` ~ - - ' ~ ' ' ' ' NSTRUCTION. 4 • ; ~ ~ 11i~ CO
i ~ ~ / ; ~ ~ ~ l' - ~ 'i ~ ~ - KEN FROM JOHNSTON COUNTY GIS _ ~ 1 \ ---c, ; , ~ : , - _ 6, THE CONTOURS SHOWN ARE TA
'~I k l~ ~ ~ r - \ i ~ ~ ~ / ~ ~ ~ / " DATABASE AND ARE FOR GRAPHICAL REPRESENTATION ~ 1 ~ o_~"`~~ / - HALL HAVE A STRAW WITH TACK TEMPORARY LININ ~
n ~ i~ \ ~P4 ' i 1, ~ N 0` \ -I) ST~# ~ ' , 7. ALL DITCHES S , ~ ~ ' ~ ~ ~ ; SS LINING UNLESS OTHERWISE INDICATED. + _ _ , ; AND A PERMANENT GRA I
1 ` N ` ' ~ ~ _ SHALL BE REMOVED AND THE RESULTING BARE
' ! ~ i ~ to ~ i - J ! % ' ' ~ ~ 8. ALL SEDIMENT BASINS HE ~ - - ~ ~ ? ~ , (i ~ ~ ' M~= ` S D WHEN VEGETATION IS ESTABLISHED AND/OR AT T ~ 3 ~ ; ~ , ~ ~ AREAS EEDE
~ V ~ ~ ~ ~-5 , .1 r n ~ ~ n n n ~ ~ /N / i' ' ; ; i ~ ' ~ ~ DIRECTION OF THE ENGINEER. - ~ ~ " / l : , _ ~ i ; ~ _ L BE IN ACCORDANCE WITH THE
n n NSIDNS y! ~ ~ N,. ~ ~ ~ ~ , ,f ~ ! - ; 9. ALL UTILITY CONSTRUCTION SHAL
LEVEL SPREADER DIME , ; ; ; ~ sEhdr, N ~ _ _ ~ ~ - ~ ~ ~ ' ' ~ ! / ` : . ARDS AND SPECIFICATIDNS. 1 ; ,i ~ N, ~ , , ,r ~ ~ ~ : JOHNSTON COUNTY STAND r"~~ ~r ~%i' % ' ! HALL BE CONSTRUCTED AT ALL LOCATIONS WHERE
WIDTH END WIDTH LENGTH DEPTH ~ NT. ~ _r - LS# E ~ , ~ - 'e - , ~ ; ; 10. LEVEL SPREADERS S ~,,4 ~nNC~r , ; ~ - j`/;'; PARIAN BUFFER. - - ~ ; . - - ~ ~ . ; ~ , ~ _ A DITCH DISCHARGES TO A RI (
N ~ ' ~ N J ~ , ~ J~ ORDINATE STREET CONSTRUCTION WITH ~ f i~ , ~ i _ - ~ SHALL ' co , ' i / ; / , ~ 11. THE CONTRACTOR ~
' ~ ~ 62' 0.5' ~ ( ~ ~ 1 10 3 _ = ~ . % l 'trP" - i ! ~ ~J ' HE CONTRACTOR SHALL INSTALL CONDUITS ACROSS , ~ ~ PROGRESS ENERGY. T
/ ~ ~ / \ l~~J r~ 0 0.5 ~ , ~ o ; ~ r-~~-' ~ ~ ? / - ~ % ~ ~ ~ ) % ATIONS DETERMINED BY PROGRESS ENERGY PRIOR ; ~ ; i,, ~ i , THE STREETS AT LOC Y
3 72 ~ r , 2 1 ~ PROVIDED B ' ~ ~ ~ % ~ ~ ~ ~ ! ~ ~ ACING THE STONE AND PAVING. CONDUIT TO BE
' BR~ADM~OR SUBD" ' 10 3 30 0 ~ ~ . ~ f , r_ _ ~ . ~ ~ . ~ , i PROGRESS ENERGY, D , -°l~ / / ~ ~ ~ f ~ ~ (MIND UNLESS OTHERWISE NOTE
3 SECT III --`s"--~ . ~ - i f / ~ ~i ~ ~ % ~ _ ~ ~ ~ ~ Y PIPES SHALL 15 RCP ( ~ ~ - ~ l W, , / / ~ • o ; i I , 12, ALL DRIVEWA ON COUNTY , r~ ~ / / ~ ~ „ 1. , FILE WITH THE JOHNST / ~ ~ /1~ 1/ ~ ON THE DRIVEWAY SCHEDULE ON
r ~ ~ P"B, 49 PG" 440 e / i 10~ 3 30 0,5 ~ ~ ~ i 4 r / ~ ',y, ; Eiji, ~t;;' _ U ~ 1 ~ ~ STORMWATER ADMINIS
~ ; ~ ~ i ~ ~ ,r , ~ ,
' ~ ~ ' ~ 1 ' ` ~ ~i 20 DRAINAGE /F i ~ ~ ~ ~ EASEMENT r ^ ~ 'ARM ,I:LCi' ~ /
6 i T-17 . J~ ~ , L
~ ~ -~._r - _g ~ ~I, ~I; ~ + ~ ~ / ~ ~ x ; i SHEET INDEX
10 4 7 ~ ~ - . ~ ~ S ~ ~ ~ i ~ r ~ ~ AND EROSION CONTROL PLAN g 1 OF 14 COVER SHEET ~ + ~ ~ ~ N ~ $ ~ ~ i t / j ~ 2 OF 14 OVERALL UTILITY PLA a
3 10 0,5 L, ; 8 14:T FEN MI 20 Dit ~ j ~ ~ ~ i / / / ~ ~ + ~ i~ n " ~ I r' > > ~ I t % % 3 OF 14 ROAD A PLAN AND PROFILE
~ ~ ~ ; " Fl ST-8 r r X61 ~,f '~..i I; r I ~ / ~ 1 ~ , ' ~ ~ ~ . ~ ~ ! ! r ~ ~ t 1 ~i' "B" PLAN AND PROFILE s ~ d l~ ~ ~ 4 OF 14 ROAD
0 3 10 0,5 y ~ a i ,n A~ GE _ ~ ~ ~ ~ ~ 5 OF 14 ROAD B PLAN AND PROFILE 2 Df;< ~ '
r r n' ~ J ~ 80' ^ ~ EN, 3~ 10 0,5 D ^ E, EN, 1," 6 OF 14 ROAD "B" PLAN AND PROFIL ~
10 ~ ~ ~ ~ ~ n ~ 10 BROADMDDR SUBD" ' ; ` T~ 7 OF 14 ROAD "C" AND "D" PLAN AND PROFILE G
/ ~ ~ ~ 2 Et SECT II 10 0,5 / E ~E~ " " D PROFILE T ~ np, 8 OF 14 ROAD E PLAN AN A~( ) " " " " OFILE
11 10 3 , ~ ;n ~ 1 - P,B, 46, PG" 127 ; • j ` ° ~ , _ o cE i ~ - ~ 9 OF 14 ROAD F AND G PLAN ANO PR " " PLAN AND PROFILE
sT- T ~ ~ - g I lr----- i , 10 OF 14 ROAD H AND I ~ "A" PLAN AND PROFILE ' ~ % f ~ 11 OF 14 SANITARY SEWER OUTFACE " " ~
~ " ~ D 12 OF 14 SANITARY SEWER OUTFACE B PLAN AND PROFIL
0' D, ~ -8 1 ENT N OD ,2D D, R OUTFACE "C" PLAN AND PROFILE ENT ~ I 13 OF 14 SANITARY SEWE " " ~
EROSION CONTROL LEGEND ~ ~ ~ ~ $ C 14 OF 14 SANITARY SEWER OUTFACE C PLAN AND PROFIL ; oo-~ , ~ , ~ P 2 Y 2005 '
M ~ _ H ~ / J 1 J N n D1 OF 3 EROSION CONTROL DETAILS N ~ ` ~ ~ INE DETAILS
IMENT TRAP SED ~ ST D2 OF 3 WATERL ~ E,Vr vyAIERQUALITy ST n ~?~,awosa~~ s. DETAILS
n ~ O N N ~ ~MH+ATERBR,vrcH D3 OF 3 SANITARY SEWER
STRAW W NETTING CHANNEL LINING ~ = - ~ \ ~ ~ RW1 OF 1 ROAD WIDENING PLAN ` ~ ~
- _c~ J.~ ~ v ~ ( , N ! . I X1 OF 1 ROAD WIDENING CROSS SECTIONS ~ 05 g~ 1 N ' EmD , {
- NNEL LINING o = - CHA O - ~ AG C 350 ~ N l N r' r 1 i
O
HECK DAM O ~ ' a W ~ ® ROCK C ~ ~ . R ~ m S y j N/F j ~ CLEVELAND COMMUNITY CHURCH, INC ~
VEL SPREADER ' ® LE ~o I D.B. 2072, PG. 48
n o ~~s' i ~ ,171 ~ / P.B. 58, PG I
- • • - LIMITS OF DISTURBANCE m ~ ^ p m~" ° W i "
W Q. 0 ~ 0 W N N/F Q a a ~
T R PAD n FL T`rP•) O ® DISSIPA 0 GAIL J" HAAS s ' i
P"825 D.B. 2191, G ~ r' ~
P.B. 57, PG. 336 0 f ~ / i~ ~ ~ / / ~ ~ J
- ~i n - G~ ~
n i` ~ ~ ~ c ~ ~ ~ I t
/ • I 'mac N / ~
Vl o i ~ I r
~ _ y nr-~- . - ~_l ; SITE DATA
l = OAC.f TOTAL AREA 92.0 i
T- _ j ~ n 10X70 GHT ~ ~ ~ TOTAL DISTURBED AREA = 11.72 AC.
STAN 1RIAN ' J TOTAL NUMBER OF LOTS = 138 I TAL LF OF STREETS = 7,537 LF TO
CTION ° ~ d
- ~ y ~ 1 ~
V~ ~ _ _ _ ~ ~;~l~ y r I, it ES I; E. ! y ~ I
i . SR 1 ~ D V OPER, ~ ~ R ~ e a
010 _ 60 PUB ` ~ ; CENTEX HOMES ~ ~ r~
LIC R W ~ ~ . ~ ~ ~ ~ ; ~ 2601 SUGAR BUSH ROAD
~ ' ' ` ~ RALEIGH, NC 27601 I
1
N SHEET ND. SCALE
~ Y 2005 DATE JUL HORIZONTALS
RDW nESroEo
1 1 1 1 1. I T r r'1 ~ C` ? a ~ ~ i n v~ Q ~ l l r n , u n~_ndT] 1"=?D0' ~ I
I t M M I LL V V L I\ r'1 L t_ v v. L- I• I• - Z~w rKUJ it v~- I
RDW DRAWN IHWINU VERTICAL
LRH SURVEYING AND 201 GLEN ROAD CHECKED SUBDIVISION EROSION CONTROL PLAN DWG FILE N04-0473
OFD 14 I i
2 REM ED AS PER D COMMENTS ENGINEERING, INC. GARNER, N.C. 27529 3 S,~, EM L 919-773-0148
DATE PRO J- 20 05 R H 919-773-0183
REV Nn, nEVISIOS DATE S+ REVISIONS (FAX) NS

i ' I
;v ~ ~ i i ~ ~ '
I x ~ ~ r ! I' \ 1 i ' ~ ~ IPATOR I OUTLE S _ I / I
~ ~ ~ `s li ( ~ I ~ ' ~ ~ ~ ~ i ~ BEGIN WID 5 MH• 5
~ ~ ~ Q ~ , l j i j ; i END WIDTH 25.5 j i ( ~ g ROAD "B" TA. 30+11.0
i ' ; ~ i LENGTH 18 i I Lr3i ~ ~ ~ i l ~ ~ i ROAD "H" STA. 0+00 ~ ~ '
o ~ D50 0.5 ~ i _ l ~ ~ 8
i ~ %
i ~ ` \ , T FENCE T`~ ~ I ~ ' 'x C FILL,LIMITS ~ , ~ ~ SIL ; ~ 44 LF RCP W/ FES
~ ~ ~ i r I r ND ®1.5~ EACH - o~
~ ~ , ~ ~ SITE 1 MHO ( I ~ ~~:~\OD-8 i l ~ DR AGE AREA - 0.3 AC. '
~ ` ~ i S u~. ! ~ ti
q \ Fr w ~ r l ~ i ~
~ ~N 1 ~ ~ _ ~ ~ j c _ , ~ ~ ~ 1 V~ ~ s 1 ~ ~ 1 l i ~
' -1s ~ ~ o IST ~ ; ~ I i ~ SEDIMENT TRAP DIMENSIONS
I f ~ ~ ~ LS 4 ~ A ` 8 I ~ LENGTH DEPTH WEIR
; i ~ ~ ~ ~ i / ~ ~l 1 r ~ ~ ~ ST-5 . ST# WIDTH ~ . ~ ~ ~ i
' l ~ 3 53 106 2 12 ,
i~ ~ ~ ~ LF 18" RCP W FES ~ ~ ~ I, 4 ~ I • rP
~ ; ~ ; ~ ~ ~t _ i, EACH END ~ 3.5~ 1~ ~ i ST 4 _ ~ ~ i ~ i DRAINAGE AREA - 4.6 C. H 29 ~ ~ i` ~ ~ 4' 2 12' ~ 4 42 8
92 LF 0 RAP W/ FES i i, ~ r , ~ ~ H~k29 ' ~ ~ A I
' ACH END 1.0~ i { ~ 1 E ~ ~ 5 10 20 2 4 1
I DRAT AGE AE~EA = 12.5 AC ~ ; B STA. 1 +54.7 ~ ~ 1 ! I ~ - ~ ROA " "STA. 0+00 ' i I i ~ i ~x • ~ 2, 4,
i I e„ ~ ~ ~ ~ ~ ~ ,p~:: 16 9,5 19 ~
~ ;FILL LI S ' i ~ ~ Q ~ ~ i ~ ; A ~ ~ ) ~ .5' 17' 2' 4' ~ : 17 8
i 1 ~ ~ ~ , i ~ ~ 1 LS-2 _ ~ s
1 , ~ ~ ~ Ni ~ ,~T ~
~ 'i ~ ~ 1 FLOW ARROW (TYP.) ~
G 1 I ~ 1 ~ ~ ~ i ~ ~ 9 ~ ~ ~ ~ ~ C ' ~ ,I
c~ " ~ , ~ i ~ ~ l
~ ~ ! ~ ~ S I ~ 0 ~ ! j LEVEL SPREADER DIMENSION x / r~
i i I ! ST-3 OUTLET A OR I
i 7 ~ r' ~ r i ! ~ , q ~ BEGIN S# ENT, WIDTH END WIDTH LENGTH DEPTH L
i~ ~ ~ ~ END WID j S 10 3 62 0,5
~ ~ ~ LENGTH 12 ~ ~ 1 i
~ ~ - l i j ~ e, ~ D50 0.5 ! ~ ~ 72' 0.5' 2 10 3
i ~ ~ ~ q, ~ 44 LF 1 44 LF 1 RCP W/ FES
I ~ ~ , _ ~ 1.5 3 10' 3' 30' 0.5' ~ 1.5
t ~ r ~ ~ DR AGE - V 11 DR AGE A - 1.6 AC. ~ H#1 .'~r~ ~ ~ ~ ' 0,5'
l - - _ o- ~ ~ 4 10 3 30 i (
~ ~ - z~ o , n ~ N M "
~ ~ ~ ~ ~ i ' ROAD B TA. 26+26.42 I , ROAD G S . 0+00
X~q $ `ti,~ / " n
4"lRC W FE ROAD B ST +71.1 44 iLF / ~ N " r~
1 ~i ~ ~ ACHE .5~ ROAD F STA. 0+00 I ~ ~ OUTLET DITCH SCHEDULE
• ~ DRAINAGE AREA = 5.4 A H# 9 " 6 SDR-2 PVC r 2 PvC LENGTH SLOPE LINING ~ DITCH # ~
i Q \ WATERLINE N IE ~
~ ~ i ~ W/ NETTING ? ~ ~r ; 8 1318 1.5/. STRAW ~ ~
R ~Y ~3g~ 1 ~:y" -
/ ~ ~ ~x \ ~ n n + 4.41 ROAD B STA ~ N~ , n " i ;
I ~ ~ ~ ROAD A STA. 8+98.41 S' ~ , ALL OUTLET DITCHES SHALL BE CONSTRUCTED WITH A
i j ~ : - MH~k28 qw ~ - .1 SIDE SLOPES: LEVEL ~ = THREE FOOT BOTTOM WIDTH AND 3 . ~ ! OF ALL
~ ~ \ • „.f x-~ ' SPREADERS SHALL BE INSTALLED AT THE END ~ i
ti ~ ~ i F ~ aa+oo 2 ~ . ~ AN BUFFERED STREAM 9 T TO A RIPARI ~ DITCHES THAT OUTLE tJ 6
~ ~ i ~ ~ i dE ~ ~
44 LF 18 RCP W/FESi fit,; .
- CH END ~,1-.-0~~` - 5 5 ~
j IN~iGE'~AREA = 3.0 AC. ~ 10~ ~-s i ~ = SICH,T 10X
i - ~ ~ 15TA CE . 15TA CE TRIANGLE
- TYP. E C ~ ' TYP. E CH INTERSE~2fit8A~
' i i
TABLE OF IMPACTS I
I z i
# WETLANDS (AC. STREAM (LF) BUFFER (AC.) SITE ii _ i I o a
~ i
0,08 122' 0,01 1 ~ ~ o
i ~ N TA = 30+50 ~ PVI o z ao _ _ -
i Q , , ~ ' + PWI ELEV - 21.50 i -t- i ~ ~ i , I N V ! O ~ I
i - -r-----_ ----r---------,, -r-------T- ~ i i I ; i O ~ N ~i LVC = 235 I
~ I~ I ~ i ~ Qa K-76.5 ;
i 4. i v i I : I Q i i ~ i i - N , ~ N O i ~ I i ~ ~ ?N ~ ~ H
i I I I j ~ i O ~ j ~ ~ i ~ ~ SED GRA E ! Q a. i ao PRbPO q _ d N i ~ i O_ _ ' _
i i ~ ~ PVI STA , 19 ~ i I i _ ~ ~ F-• ~ - a_ - - . ~ I
• - - - . ~ ~ PVl_.E1.EV-'° -275<7Q . - ! 1__.~_~ ~ - i I ~ ~ t ~ ~ I M N t ~ N H i ~ 1 i i
! _ _ ~ _ _ . _ ; _ - ~ ~ - - - - ; ~ ~ z w EXISTING GRAD M ~ PVI SiA ~ 16+50 , = I i LVC 75 ~ ~ ! ~ + ~ i ~ ~ ~ i i ' I I
i PVI ELEV 264.92 ~ ~ ~ _ _ i ~ =i K - 4.88 ! ! I ~ ~ i ~ zoo i I i ~ ; i ~ + i i ~ N I ~ ~ ~(nF I i 2 ~ 0 1 ~ ~ ~ ~ 1.44 ~ i
LVC ~ 260 ~ q~ ~ r i ~ _ i O n Q,, <C f~ ~ i N I i I i ~ ~ ~ ~
- ~ ~ ! N N I O ~ I K - ' 2.83 ~ ~ ~ I ~ i ~ ~ ~ ~ _ j ~ _ I i ~ i-_ _ _ ~ - -
' ,n M ~ ~ - - -f- r ~ n I i ~i~N I ~ ~ I
~ i ~ ~ ~ ' 1 ! ~ ~ ~ i i i i -I-- _ ~ ~ ~ i I i ! ! ~ ~ i i j ~ ~ d' ~ i,
~ i I i j i " n. @ 0.50X " SdR-35 PVC 0.50 ~ ~ 8LF8 i ~ ~ I +°'N
I ~ ~ ~ ~ a ! ! ~ ~ 178 LF 8 DR-35 PVC ~i ~ i i i NoNpl ' II 'N II ~
o0 i ~ ~ g9~• ~ i ~ ~ ~ i ~ _ i . + i ' ~ i Z -r------_~. - N N I ~ O
3 ~ I ! ~ _ ~ - i I _
{ - - ~ r--------~----- t------- I I 8s ' I ~ N i I ~ " - j I j • N ~ i r i ~ I ~ i it N ~ ~ II II ~ i i I ~I i>> I I ~ , I. ! Z Z
i ! n ~ i ~ O~ ~ ~ Q II ~ II ~ ~ IIwZ~ ~ I
i co p r ~ , i i I r N I T i ~ ~ i i N ' i ~ i i i I I i i ( i il..~ ~ ' Z i i II I w~ ~I ~ ~ i I : , ~I I j ~ ~ ~ ~i Z Z ~ , _ _ _ _ i
I ~ _ --r._ _ . _ - _ _ __T _
i II I . _ ; , ~ i i i - _ ~ _ - ~ - i 2~ Z - . - 1 ~ I i I ~ i
I ' - - - I - _ _ i ZZ ~ j> ! I ~
i i ~ ~i~ ~ I i zz i I j i ~ I ~ t ~ i ' ' ~ ~ i ~ ~ ~ ` ~ ~ I I as i I f
i ! - ' li ~ ~I N ~I I j j ~ I I i ~
i II ~ ~ ~ I ! 92 L~ 30 RCP Wf FES ~ i I ! ; i ~ - - ~ a . I i i , a , _ _ ~j_ _ _ ~ ' n, a a.': H
~ EACH! END ®1.0% ~ z ; j ~ I - - - o _ - - - - T- i
DRAI AGE A ~ _ ~----r ~ . - _ RSA- ~2:~-AC:-- , _ r.__. I
- 1 ~ _ 252.9 INV. N - ! ~ i z i T ~ ! ~ I, ~ ~ .e [ . t . i I ~ ~I i i I I ~ ~ ~
j ~ ~ I i I ~ i i i ~ I i i ~ I ~ i ~ v ` w' I i I
I ~ ! t ~ I i i ~ I/ 1 I, I I i I , I II ~ j 1 ! ~ I / i i i ~ - ~ i i _ ~ i ~
i ~ ii i i I i ~ 'i i ~
r. M N r ~ O r ~ ~N 00 ~O d-~ .M O
~ ~ a0 p ~ O M r ~O ~r O~ ~N N~ ~Q1 `r. t0 ~ N M N rn ~ . M O oD c0 O,~ .N .O •r r ~ 00 X00 ~0~ ~O rn0 d10 01 r~ r~N MKj ~M mod' 0~0~ 00~ ~p~p o0prp N~ N~ NN N '
f NO ~M d•M ~`?O ~;pp Nl~ •M ~N ~0 op rn~ O~j •-aj Np ! ~ ~ ~n O~ N~ rN rlCl rn rn rn Nn OOr ~r ~00 NOD 00~ 00~ ONO ~pp N00 NN NN NN NN N N N N N
c0~p c0~ c0~p f~c0 Nr Nr Nr Nr NN NN NN N N N N N NN NN N N N ' i
NN NN NN NN NN N N N N I 29+00 30+00 31+00
i 22+00 23+00 24+00 00 26+00 27+00 28+00 24+00 25+
18+00 19+00 20+00 21+00 16+00 17+00 SHEET N0,
N SCALE
I n~sio~c RDW DATES JULY 2005 H~RIZONTAL~
I - 73 1'=50'
, ~ni ~ TL11All ~l fl SW PROJ: # 04 04 _ -
DRAWN Kll W U U Y Y I I V U I I V I I V I `I 1 L 1~ v I v I I a- L-!! 7! VERTICAL,
jr
CHECKED LRH SURVEYING AND 201 GLEN ROAD i SUBDIVISION ROAD DWG FILE X04-04],x 1 0=10' oFi 14
i ENGINEERING, INC. GARNER, N.C. 27529 i
I 2 REVISED AS PER DWQ COMMENTS 9/21/05 PRai, ENs LRH 919-773_0183 DATE 919-773-0148 (FAX)
j REV.ND. DESCRIMINS DATE S
i REVISIONS

1
I
ii 'Q ~ ~ ~ ~
? C~ I ~ ~ ~ I ~ i
pq 1 r ~ -~1.
i ` ~
\ ~ ( NSIONS ' y ~ , ' ?i - ~,~"r - ` SITE r / _
SEDIMENT TRAP DIME TABLE OF IMPACTS r !;J~' s l ^ - ~ ~ ~ f Cf ~ O / J
t PTH WEIR UFFER (AC.) r ~ ' ST# WIDTH LENGTH DE SITE # WETLANDS (AC, STREAM (LF) B , ; ~ , J, ~ l~' ...I J~ .zes''~ r' ~ N / i ~
' Oar ~ ~ i, ~ j'
i 8,5 17 2 4 ,O1 122 .20 r' ~ i 1 1 0 , ~f ~ ~ ~ i ~
~ ` ~ ~ ~i ~ I ~ ` 7~ 2 4
2 / 1 J ~ f w~ " , 1 7 r a~Y i W ~ r i ~ti ~ / W ~ ~ i
i~,~ 53 106 2 12 ~ , _ ~ I / N ~ ~ i y, j , / 1 ~ ~ ` \ ~ y 2
1 ~
42 84 2 12 ; ; if ~ 4 _ ~ ~ ~ ~ ~
~ ` I !J ; , ~ N/F ~ ~ r~. ~ ~ ~ MENTS INC ~ o
~ 20' 2' 4 ~ I ~ ` J 5 10 ~ ~ ~ ~ ~ ~ ~ i ~ ~ r ~ ~ r`' o JDG INVEST O ` 1 ~ ~ D.B. 2787, PG. 614.;x,\ ~ a '
2, 4' ~ ; ~ / i ' ~ ~ ~ ~ P.B. 65, PG, ~ j I {
( ~ - ( ( ~--ua.~~~ ~ 4 ~ ~ _ ~ fir` ~ 1!% - \~,,j,,
1~ ~ ~ ,A'~ < 35,5 71 2 8 ~ ~ a 7 ~ ~ ....err-' ~ ~ ~ 1 ~ \i' - ~JV~.A I
~ ; ~ + ,1 - , ~ ~ ~ t i ~1~-- ~ ~ 1 :I'r .1r,~~,l VICINITY MAP i
2' 12 ~ / ~ i g 47 94 ~ ~ A ,
;~,_..r; ~ ~~~al 9 21 42 2 4
N/F ~ : , ~ ~ ~ ~ .A ti , i i i ~ ~ ~ Ill r/;.~' i i ~ ~f ~ e ~ ' ~ i p r ~ _ , i I i
24,5' 49 2 6 BRDADM~~R ASSOCIATES, LLC ~ ; ~ / ,~1 ~ ~ 1 ` ~ i 10 ~;,i ~~.-r~;' D.B. 2005, PG. 112 ~ - ~ / , i ; ; ~ ~ ~ ~ ~ ~l` ~ ~ ~ ~ ti ~ NOTES i ' l i r''.__; = - s~ F . r ; , GENERAL ~ I" ~ ( { h 1,
i i i ~ ~ r 45 2 6 \ / ~ / 11 22,5 ~ ~ ~ ~ / , ~ f ~ ~ + , , ~ ~ 1, ALL ROAD CONSTRUC
i ~ ~s-d - l~, ~ `c0' ` TION IS TO BE IN ACCORDANCE WITH NCDOT • • • a-.._ ~ w ; ~ ~ ~ 1 - 'r, N ~ / ~P / ~
2 4 ~~t"'.,; i l 2 17 34 1 ~ ~ AIN 1 TIDN r' , r Q~ IA OD A DC RS SS WNE BR~ADMO~R H~MEO STANDARDS AND SPECIFICATIONS ~ ~ ~ ~-gyp o ~ i / °i ' 1 r~ ~ ~ 1 ~ ~ DENT AINA~E - - ~ i BLE FOR HAVING AN INDEPEN I ! - ~ ~ ~ ~ 2. THE CONTRACTOR IS RESPONSI
i , ~ ~ D.B. 1865, PG. 296 ~ ~ ~ , Q, hEN ~ - ~ ~ ~ - / : Iw ! i / - THE SUB-BASE, BASE, < - ! ' 1 ~ ~ ~ ENGINEERING TESTING FIRM VERIFY THAT f ~ ~ , ~ ! i j
i ;J' , ~ 1 l ,SST ` ~ : ~ ~ ; ~ ! 'DO ~ ` i"~;%-' AND ASPHALT MEET NCDOT STANDARDS, j
, , //~•'~,a"i ~ j ~ ~ ~ i '`ST ? ~ I i ~ ~ti~ ~ !'I S TO INSURE THAT RADII ARE CONSTRUCTED IN ~ THE CONTRACTOR I m ~ ~ ~ . ~ i ~ 3,
.5' 39' 2 4 ~ ~ I I 14 19 20' ~ 4 i r fi~~ \ ~ ~ ~ t $ • ! ~ ~ ~ ~ ~ ~ ~ ANS AND TYPICAL SECTION, ! ~ ~ ~ i ~ ~-;~--~"X ~ ~ ACCORDANCE WITH THE PL VED - w ~ / ~ ~ ~t0 r~~" ) f,~ HALL WORK IN ACCORDANCE WITH THE APPRO 4
~ I i I I 28' S6 2 6 / " ~ ~ ~ i 15 li y i • 1, , ~ , ~ ~ ; !i - ..~%~~-0-'' i 1! 4, THE CONTRACTOR S ~ ~ ~ ~ ~ ~ ~ ~ ~ r~r`~'~~` - - ' w~ ~ k ~ MWATER PLANS, NCDOT DRIVEWAY PERMIT, AND ~ ~ r---i; - ~ a ; ~ ~ w / ~ ~ / EROSION AND STOR
I i I ~ ,,r'; / ~ r' / t~ l . %i/.%~ ' ' ~ w ' ~ ~ ' ~ ~ ENCROACHMENT AGREEMENT.
9,5' 19' 2' 4 ~ ' , , oo=a . ~ 16 h X20'' AI GEC ~ j J v' ' ~ ~ - ~ HALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, , ~ O I ~ ~ -c,. - ~ S. THE CONTRACTORS S
i j ! ~:N / ; ; w„ ~ TILITIES PRIOR TO BEGINNING ~ ~ ~ ~ ~ N OF ALL EXISTING U N; . , 1 ( ~ , . AND LOCATIO
8,5 17 2 4 17 / ' r I ~ ' ~ N% ` ~4a - i ~ ~ ~ - ~ ~ ~ NSTRUCTIDN, ~ / _ CO Y GIS
\ F l I ly ~ 0i l ~ ~ N / ~ r` t . ^~l n 1 ~ ~ w ~ 1 ~ 1 ! ! ' NTDURS SHOWN ARE TAKEN FROM JOHNSTON COUN , . ; ~ , _ 6, THE CO w ~ i ~ , ; ; _ _ - ATION ONLY,
~j'/ ~ ~ N V I n ~ _ ~ ~ , ~ ~ t,.5~ ~ I".. I ~ ~ % ~ - - DATABASE AND ARE FOR GRAPHICAL REPRESENT ( ^ ~ ~ / ~ , ~ TACK TEMPORARY LINING i
> ! ! i ~ ~ o i ~ - - 7. ALL DITCHES SHALL HAVE A STRAW WI ' ~ ~ ~ ' -j/ ` ~ ~ T GRASS LINING UNLESS OTHERWISE INDICATED, ~ ; ~ ; ' ; ~ i,i _ _ - AND A PERMANEN SULTING BARE
, ~ ~ ~ n I \ 1 I 1 I N ' ~ ~ ~ ~ _ AND THE RE ~ ~ ~ ~ ~ ~ NT BASINS SHALL BE REMOVED l w ~ ; ~ / 8. ALL SEDIME RAT THE
' IS ESTABLISHED AND/ i ~ ; ~ - ; ~ ' ~ _ AREAS SEEDED WHEN VEGETATION
~ ~ ( ~ \ V ~ ~_5 , ~ ~ b ;i ~ \ \ \ O b N ~ ? ~ r N l ' % ! ~ ` %i ~ DIRECTION OF THE ENGINEER N I O „ ~ ~ ° ~ l i ~ ~ ~ / TRUCTION SHALL BE IN ACCDRDANCE WITH THE
' O'~DI~A A i OD ,1 ' ~ n I _ r ! j ; ~ , ~ ~ - ~ 9. ALL UTILITY CONS ? ' ' i;~ ' w ~ ~ _ Y STANDARDS AND SPECIFICATIONS,
~ ~ ~ SEli4E ~ VEL SPREADER DIMENSIONS ~ ~ n LE ~ ~ ~ • N cd , ~ y : ~ , , ; ; ~ JOHNSTON CDUNT TIONS WHERE f j,r ~ i / i l ' ' ~ ~ ~--.1 , ' / ~ - VEL SPREADERS SHALL BE CONSTRUCTED AT ALL COCA ~ r ~ / , - - , I , - 10. LE i
~ ~ ~ / WIDTH END WIDTH LENGTH DEPTH , ~ j ; LS# ENT, \ ~ ~ ~ ~ QG R+4NC1~" , , ~ ' ' % ' ' i' % A DITCH DISCHARGES TO A RIPARIAN BUFF
~ O ~ ~ ~ ~ ~~.~u ~i = TOR SHALL COORDINATE STREET CONSTRUCTIDN W ~ ~ ; ~ , ; ~ i ; ~ , ~ 11, THE CONTRAC ONDUITS ACROSS
O j 3 62 0.5 j N $ / /r. 1 10 % 1 1 t , x-' ~ i 1( / GRESS ENERGY, THE CONTRACTOR SHALL INSTALL C t . . l ~ ~ PRO 1
t ~ ~ ~ ~ ~ - ~ - i ' - ~ ~ GRESS ENERGY PRIOR - ~ , ~ ? i , % % = r ~ ~ ~ ' / - TREETS AT LOCATIONS DETERMINED BY PRO ~ ~ ~ - ~ ,1 ~ I ~ ; , j , ~ ~ ~ , THE S BE PROVIDED BY ~ ~ . ~ , i l ONDUIT TO
3 72 0.5 ~ . , m 10 ° 2 N ~ / ~ TO PLACING THE STONE AND PAVING, C ~ 'r'' ? i" ~ l / ~ ~ ; ~ -1 1 ~ r ~ / ~1 ~ I
i , ~ ~ BRDADMDDR SUBD. m ~ / j ~ _ i i ~ ; / ~ 1/ j PROGRESS ENERGY. • . / ~ l - i ~ ~ ~ HALL 15 RCP (MIN.) UNLESS OTHERWISE NOTED I
10 3 3 ~ ~ 3 SECT III - ~ ~ ; / r ; , 12, ALL DRIVEWAY PIPES S , ~ ~ r r- ~ i ,i I _ , + ~ i ~ ~ ~ , o TON COUNTY - ~ ~ ~ ~ ~ ~ ~ - ~ ~ E WITH THE JOHNS ~ ~ ' ~ ~ ~ ~ ~ ~ " ' ON THE DRIVEWAY SCHEDULE ON FIL i ~ ~ ;1-
P 440 Q ~ ~ , P.B. 49, G. ~ r" 10 ~~i~ ~ r~ ~~I,,~ uro~, `~,~w, ~ i NISTRATOR, ~ j~ , ~ ~ { ~ STORMWATER ADMI i
,r ~ . , fly ~ ~ ~ - ' ~ .ti o, ~ ~ (IA ~
~~I i ~ ~ m ~ ~ ~ - ~ I / ~ % % ' i~ ~ ~
5 10 ~ 20' 20 DRNNAGE ~ ~ /F ~ / ~ ~ I , EASEMENT ~ ! VEkAN ARM ,LLC,' ~ r /j 1 ~J
6 ~ . ~ s ~ I r, 1 ~ R l
~ ~ ITT' -5 `.1...:' ~ LS 10 0,5 , s -s a ~1,~ ~ i ~ ~ ~ SHEET INDEX ~a-~,. - 1 ~ ~ OF 14 COVER SHEET AND EROSION CONTROL PLAN ;
.,d - w 1 ~ `;~i i~~9~~ i ` ti-~' ~ 1 ` ~ 2 OF 14 OVERALL UTILITY PLAN I
10' 0.5' ~ 'f ( oD-r~ , - , ~ ~ i $ ; ~~iiiti~ i ~ I i~ ~ ~ i ~ 1 " n ~ ' ~ I I iil ( S ' % i"~ ' ! ! - 3 OF 14 .ROAD A PLAN AND PROFILE y
$ 10 3 t~T FEN MI 20 DIT I - , i ~ ~ r r° l I'~~~ i ! i ` ! ~ ~ i' ROAD "B" PLAN AND PROFILE ~ I , 6 ~ ~ ? , , ~ 4 OF 14
r ~ ~ ~ PROFILE ~ D AI AGE _ ~ ! 5 OF 14 ROAD B PLAN AND 2 ~ ! " "PLAN AND PROFILE I
n ( r~ i ~ ~ ~ EN ^ EN ^ - - 6 OF 14 ROAD "B" " " / ^ `
3~ 10 0.5 _ ~ 10 10 BROADMDOR SUBD: ~ ; T~ - f ~ J 7 OF 14 ROAD C AND D PLAN AND PROFILE I~I(1CHECK " "PLAN AND PROFILE
/ i S-2 ~T 0.5' SECT II 10 Et N np, 8 OF 14 ROAD "E" " " ' OAI~( ~ F AND G PLAN AND PROFILE t,. ~ 9 OF 14 ROAD
3 r ; ~ , ~ ~ n~~ 11 10 127 / P.B. 46 PG. ~ ~ ° I. ` ~ 0 IN GE j ~ I / "H" AND "I" PLAN AND PROFILE r _ ~ 10 OF 14 ROAD " „ E
ST- E T ~ r...-. _ 1. ~ ~ ~ SANITARY SEWER OUTFACE A PLAN AND PROFIL 1.--- ~ i 11 OF 14 " " ROFILE
r¦ ~ = m = i„ ' F 14 SANITARY SEWER OUTFACE B PLAN AND P o' D. G 12 0 " " AND PROFILE
OD-8 ! FA ENT 1 N , , 13 OF 14 SANITARY SEWER OUTFACE C PLAN FA ENT ~ i S " " AND PROFILE
GEND ` ~ oD-~ ° n EROSION CONTROL LE \ ' ~ i ~P 4 SANITARY SEWER OUTFACE C PLAN t, oD-7 i ~ , 2 14 OF 1
i n y e - ~ ~ H N ST 5 f-' __~j - - , 0 110 D1 OF 3 EROSION CONTROL DETAILS n ~ FN 0§ " ` ~ ~ R' W E DETAILS _-.~j ~ q~ D2 OF 3 WATERLIN
i ST- ST- ~ s o~~~ D3 OF 3 SANITARY SEWER DETAILS
SE ' ` DIMENT TRAP \ - ~ - ' ~ '~w R RW1 OF 1 ROAD WIDENING PLAN
I. STRAW W/ NETTING CHANNEL LINING ~ ~ ~ I` y > ! X1 OF 1 ROAD WIDENING CROSS SECTIONS I i
~ n ~ ¦ ( = N lm ~ N m ~ ~ ? z
L-•- ° - CHANNEL LINING NAG C-350 ' ~ ' 5- ~l g ~ ~I
' 0 ~ N ' W " \n ~ = j' ~ j N/F '
K CHECK DAM ~ ~ ~ i ~ ~ ® ROC S ~ i a I M NITY CHURCH, INC _ CLEVELAND COM U
- r ~ D.B. 2072, PG. 48 ~
® LEVEL SPREADER _ m ° ~ ~ - ~ ~ PG. 171 ~ ~ P.B. 58, I
m - • • - LIMITS OF DISTURBANCE " ~ , o
O ~ i • 01 m n N/F TYP. O i i i }jJ ~
PAD O ~ I ~ o c' ® DISSIPATOR GAIL J, HAAS ~ i I
li ~ D.B. 2191, PG. 825 ~ r i~ C " ~ ~ ~
PG. 336 ~ ~ r P.B. 57, ° ~ j /l~,j C (
J .-J _ ~ r V
ri ~ -o , t I I I / 1
~ I N I
; % J O /r"~ \ I I ~ I
;i ~ / ]ti_li~stis I
TOTAL AREA = 92.00 AC. t ED AREA = 11,72 AC. TOTAL DISTURB
I, _ ST-2 n 10'X70' qiT ~ TOTAL NUMBER OF LOTS = 136 ~
• ~ STAN ZRIAN • ~ F OF STREETS = 7,537 LF TOTAL L
EC110N " ~ s~ ~ ; P • 1.
I
N . SR 1 , 010_ - D V OPER,
60 P ~BLI - . ~ ~ ~ ~ ~ ~ " " . CENTEX HOMES j ~ F',~, ' , ~ ~ ~ " ~ ~ H ROAD
CR W ~ r; : ~ ~ ~ „ ~ ~ j, a, 2601 SUGAR BUS ~ ~ ~ ~ ~ , RALEIGH, NC 27601
{
1
SHEET ND. I
N SCALE
05 DATES JULY 20 HORIZDNTAL~
RDW ~$IQ~ ~ ~ n¦ ¦ T~ ~ 1 ¦ /1 ~ ~ r1 ~ ~ I ~
III I ~ I T C• ~ C ~ A ~ ~ ~ n cW PROJ. # 04-0473_ 1 -200
rIi rlUIN I c- r\ iviIL-L-•• . VERTICALI
DRAWN R D W &11
SUBDIVISION EROSION CONTROL PLAN DWG FILE 004-0473 OFi 14
MCKEM LRH SURVEYING AND 201 GLEN ROAD ENGINEERING, INC. GARNER, N.C. 27529 I
919-773-0183
DATE 919-773-0148 (FAX) 2 REVISED AS PER D COMMENTS 9 20 05 p LRH
R"M DATE .
REVISIONS

/ 4
x I , ~ r
I i ~ ~ ~ ~ I OUTLE SIPATOR , j ~ I ~ ,
I ~ ~ ~ ~I I i BEGIN WIDT 5 MH' S ~
~ END WIDTH 25.5 a ~ I 1 j ~4 ~ ~ ROAD "B" STA. 3 +11. 0
~ ~ LENGTH 18 L 3 I ,ROAD "H" STA. 0+00
D50 0.5 ST-17 ; ~ ~ ~ 8 l
~ ~ i~ ~ ~ ~ ~ ;
+ \ - ~ ILT FENCE T`~ 'i i 1 ~ • ~ ~ FILL~,LIMITS ~ ~ S ; i, r_,. i I 44 LF 1 RCP W/ FES
~ , MH~10 ~ ` ~ SITE 1 ,ti _8 sec EACH ND ®1.5%
~OD ( i DR AGE AREA = 0.3 AC. ~o~ -
w ; i N q ~ . i ~ ~
F T w l 3 I j~1 ; 7 i ~ ~ \ '1
~ ~ ~ l
I ci _1 ~ i - SEDIMENT TRAP DIMENSIONS
I ~I ~ x~3 1+3Q ~ ~``~~t. "uICIG LS_4 I ; i~ ~A i ~ ~ Q ~ '~"r<, x8
~I I \ r`~x~t - ST 5 - ` ~ LENGTH DEPTH WEIR ~ ST# WIDTH
~ ~ ~ 2' 12' ~ ~ ~P 3 53 106
I ; , i 4 LF 18 RCP W FES ~ ~ I + ~I I 'i EACH END ®3.5% ~ ~
ST-4 ~ ~ " I DRAINAGE AREA = 4.6 C. l ; _ ~ 4 42 84 2 12
92 LF 0 RAP W~ FES i 1. H 29 ~ ` ,
EACH END ~ 1.0% ; ~ ~ I I I " " \ 1 DRA AGE AREA = 12.5 AC ~ - ; B STA. 1 +54.7 ~ 1 • 5 10 20 2
' ~ ! i i ~ " "STA. 0+00 I ROA ~x ~x ~ 4, ,
j j n II r , ~ ~ ~
~ S FIIl u , ~ ~ ~ ~9 ~ , ~ c, ~ ` ` ~
~ l I Ls-2 ~ ~ ~ ~ ~ 17 8,5 17 2 4 ~ A
1 1 i ~ ~ i 1~ 1 ( I
~ ~ ~ ~3 I I t 1 ~ 1 LOW ARROW (TYP.)
i ~ i ~ ~ ~ ~ 9 ~r .
^yy ` ~ ' ~ C i
S I l 0 z ~ x LEVEL SPREADER DIMENSIGNS
I i OUTLET ~ ry ~
r / ~ ~ ~ l q~ BEGIN LS# ENT, WIDTH END WIDTH LENGTH D .
, ` END WI D S
j LENGTH 12 j 1 1 10 3 62 0.5 r~ I
i , I `'.n D50 0.5 ~ I I ~ e i ~ ~ ~ ' 8 10 3 72 0,5
I g i i ~ r 44 LF 1 RCP 1 I _F 1 RCP W/ FES
I~ • ,x~~ ~a~ , ~ ®1.59' 3 10` 3' 30' 0.5' .59' ~ I
T, ~ , DR AGE A ~ Zc ~ ~ - - 1.6 AC. ~ , H#1 I AGE A - > ~
~ 3' 30' 0.5' ~ 4 10 i
~ ~ ~ ~
~ ~ ~ ~ . ~r,~ ~ ~ ~ " " TA. 26+26.42 ROAD B
1 i ~ tS, / ~ ROAD G S . 0+00 ; ~
i ~ "SRC W FE ROAD "B" STA. 0+71.1 ~ 44 ,~.F 4 ~ " " a
~ ` ACHE .5% ROAD F STA. 0+00 • ~ t . ~ ~ rd 1 rd ~ { 1 OUTLET DITCH SCHEDULE
i \ ;DRAINAGE AREA = 5.4 A H# x " i ~ ~ 9 \ ; ~ ~ 4, 6 SDR-2 PVC ; r
~ ~ i I - ~ ~ ~ S WATERLINE p' i _ ,.~.4~., ~5 DITCH # LENGTH SLGPE LINING G~p h h~ ~ I
~ q ~v ,V i\dy
8 1318' 1.5/. STRAW W/ NETTING ; y
~ ~ " . +34.41 ~r N ROAD " TA. , > ; ;
I ROAD "A STA. 8+98.41 s ALL CUTLET DITCHES SHALL BE CONSTRUCTED WITH A '
~ g - - PES, LEVEL THREE FOOT BOTTOM WIDTH AND 31 SIDE SLR
' H END GF ALL SPREADERS SHALL BE INSTALLED AT T E
9 TREAM i G DITCHES THAT CUTLET TD A RIPARIAN BUFFERED S ~ 6
j ~ ~ i ~E ~E ~
44 LF 18" RCP W FES „ --r~-,
CH END 4-a.63~-' f.~., S i SIGHT
I E AREA - 3.0 A. 1 p _ SIGH T X X
~ ~ TA CE TRIAN ~ CIS TA CE TRIANGLE
TYP. E CH INTE . E CH INTER i I
i
j ~l lI TABLE ~F IMPACTS i
FFER (AC.)
SITE # WETLANDS (AC. STREAM (LF) BU a_ i o
i I 122' 0,01 1 0,08 Q 3 x o
i c~ ~ = o
i i HN I 0 _ _ z ' oo_- VI STA = 30+50 _ .
1 Q _ r - - - - --.T . _ _ - i O _i _ i + I - ~ , PVI ELEV = 291.50 r
_ T-- -r _ - _ l -300-~- _ i ~ i ~ , ~ I N ' N ~ ° ~ i' LVC = 23~
j I i ~ i i , Q ! = I ~ i 1 i I _ . ~ i ~ O ~ c0 N ~
i ~ ; ~ ~ j I i , ~ i i ~ I Q I i ~ z ~ ~ ~ a oo I , ~ a a K- 76.5 N ~ _ ~ I p ~ N H 1
I I I ~ i j, ~ p ~ p I jlI ~ ~ i ~ + I i ~ ~ i i ~ i PR©POSED GRA[~E 1 d o. i ;
I I ~ I, PVI STA ~ 19+50 j Q ; ~ N I I ~ ~ ~ I i o ' ~ _ _ _ ~ _ ~ ~ ~ i N I ~ j F- O i _ _ _ ~ ~ . f... -r_. N.- a-..,.__.._._ i
i I ~ ' j° -275.Zp_ .1. - - - ~ - _r_-__ _ - i _ ~-r--~-- N._ + - I Q 4. I i ~ f
PVI SiA ; I, ~ ~ LVC 75' I • ~ I ~ ~ _ w EXISTING GRADS M N - ! ~ II w i ~o ; 01 i r I i I I ~ I i ~ ! I
j I PVI ELEV - 264.92 , K= 4.88 ~ I? ~ I n I I Q a i ~ j . z i o I ~ ! Q ~ i ~ ~ z p i 4~ ~ I
Lvc ~ 2so ~ I ~ + ~ ~ a ~ ~ 1.4 ~ i ! i ~ I ! j
i K= 2.83 j i i N N N i I ~ I~ i i ~ ~ r i i i ~ ~ I j I I i _ I ~ - ~ _ i
- - - ~ Q _ iV _._.280.;.___.__ t- ~ pp 1, I (A H ! ' I - - - I - ~ I i , ~ ~ ~ ~ i ~ ~ ~ N
~ ~ I 9 ~ I i ~ er r' N i i I I I i f f ~ j i ~ ~ ~ it
I I j i Q a. ~ i I DI " SCR-35 PVC 0.50% , , ; . ~ 8LF8 i ~ i ~rn i i 0 i ; I N
+ i ~ ~ ~ ~ o ! ' i ~ ~ 78 LF 8" DR-35 PVC ®0.50% j 'I ~ ' ~ 1. 1 % ~ 1 NI ~ ~ I N i + ;N ~ I ~ ~ 00 ~ II II
I I ~ i ; I ~ ~ i , 3.59= rn i 0D 00 ~ ~ --fi------ N_ _ ~ ~
- _ _ -r..----- ~ - ' . I 4------- ~ M _ A_.-_t»_.-..-_. . ~_r_-._~.._ i t7A ~ i N I I !Z ~ - I
- _ - - I _ -----t- ~ i i I N ~ I ~ { " - ~ j ' j n I N i ~ i I i NN ~ i i r I ~ ~ ~ ~ i N II III I t I i ~I
' + " I I o~ ~ ~ ~ II I I I II II ~ Iwz! ~ i, iZZ i Ivv, 1
I I ~ , i I I r N i i II ~ % i I II N ~ i ~ ~ ~ ~ t i I ~ ~ i ~I ~ ~
~ ~ p II I I w ~ ~ Z i ~ - ~ I . , - ~ r i z z ~ i _ _
I ~ ~ , I II ^ ~ I ~ _ _ 3 ~ ---t- - - - - i - - a _ - - _ _ _._Y. _ a.._.-_-._ - _ . _ _ . _ _ _ _ - _ . _ _ _ - _ -
I - - . _ . l~ v ~ I - i . -2so-1 _ _ _ _ . _ _ - _ _ _ , ~ ~ ~ ~ ~ ' ~ I ~ z i ~ ~ i I Z i I » i
i ~ ~ , ~ zz i , ~ r j r ~ 1 ~ i i - Z Z ~ i I i i i N i ~ ~ -r ~ i 1 i _ _ i ! ~ ~ ~ I I 1 i ~ ~ , ~ I
i i ! O 1 - j I ~ ~ N , I i i i I ~ I I ~ ~ ' ~I .a ^ ~
I ' 92 L~ 30" RCP W FES ~ u ~ ' ? ? i ~ i I i ~ i I i I ~ ,m.i ; ~ ~ r ~ ~ ' i % I ~ _ _ , ~ ~ ~ 't ~
~ . i 1.0 I I i ~ END ~ ACED z _ _ . E ~ i - - - _ ~ _..____--F _....._,._.._rt-----------__~---_-.-------,------ L_._ _ _ i_ - tr-t-tt_ y.....~ _ - _ _ - ~ ~.~-..r ~r-rr~ . _y__. _-_----j- - _ { I .I ~ ~ i ~ i ' i I ~ I
_ _ _ _ _ _ DRAIhfAGE~~ AREA ~ 2.r~1£. ~ ; . . j > j , I I i i i INV. N= 252.91 ~ i i I ~ ! I ~ I t 1 1 ~ ~ ~ ~ ~ I I~ I I ! ! ll I
i i ~ Z i I / ~ ~ i i j I I i ~ ,a F ~l I ~ i ~ I i I L L ~ I
i I i t r I ~ i j ~ ~ ~ ~ m ~ ~ ~ I n ti ~ n rT,. W ! _ a _ . ~
II I ~ r I i I I [ ; i j _ I l ~ ~ ~ j i ~ ~ _ ~ I ~ i j
j I
I t 00 M N I~ ~ Op ~
7 O M I~ O ~n O~ tnN N~ rQ r~ X01 ~.c~0 ~d~' NN NM NO ~r ~N ~N DO d~~ ~O O~ .M 'N rj~ rj~ tn~ r n 00~ rn~ X01 X01 ~O rn0 0)O ~
tn0 NQ IAN ~M MO AGO ~t0 rM .N O QO ~ .t0 .M ~ f~ a0~ ~M ~ ~O1 Np ~N ~ r cD a0 r o ~ N p ~ N ~ ~ ~ IfI cp c0 I~ ~ 00 D1 OpN OOM OOM 00~ 00~ 00~ 00~ 00~ ~Op ~OD ~00 N~ N~ N~ N
(0 ~ c0 ~ r r r ~ (`r rr t`r rn Nr ~r ~00 ~OD ~00 I ~(p ~O t0 N~ Nr Nr N~ N N N N N N N N N NN NN NN N N N N N N N N N N ~ NN NN NN NN NN NN NN NN N N N N N N
N i
30+00 31+00 10 25+00 26+00 27+00 28+00 29+00
1 s+oo 20+00 21 +o0 22+00 23+00 24+00 16+00 17+00 18+00
N SHEET ND. SCALE
i nom RDW DATES JULY 2005
~ HDRIZDNTAL~
_ , ~ n i I TLJ 1 A /1 ~ 111 U I I s\ I T I I ~I ~ ~ Lr+ \ ~/1 I I I P I ~ N ~ _ 1r_~f1~ C
DRAWN K U w J V U Y Y I I V U I V I V I V I V I L I \ J IYI I L -L- SW PR0.1 # U4-U4/ s 1 -J~
VERTICAL
CHECKED LRH 1 93 SURVEYING AND 201 GLEN ROAD SUBDIVISION ROAD DWG FILE 004-0473 1'=10
ENGINEERING INC. GARNER, N.C. 27529 SUE 2 REVISED AS PER DWQ COMMENTS 9 21 05 LRH 919-773-01883 []F, 14
PRW. ENCa 919-773-0148 (FAX)
REVNO, DESCRIPTD7NS DATE
~ REVISIONS S URVEYING /ENGINEERING /LAND DEVELOPMENT